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HomeMy WebLinkAboutPP - 18325 SEGALE PARK DR B - EMERALD CITY MOVING - PERMITS AND PLANS18325 SEGALE PARK DR B 11-F-004 17-S-097 17-S-026 11-5-001 10-S-270 04-5-001 03-5-169 900329 ASSOCIATED PERMITS 888247 888227 855309 D17-0058 D17-0016 D11-009 D10-328 D10-326 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Awe Ma./ Molar •LAWVII.r• WAS accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: oZ 1 O 071 woo 1 Site Address: 18325 Segale Park Drive B Suite Number: Floor: Tenant Name: Emerald City Moving & Storage Property Owner's Name: Segale Properties LLC Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: John Dacca Day Telephone: 253-926-2290 Company Name: Patriot Fire Protection, Inc. Mailing Address: 2707 70th Ave E Tacoma WA 98424 City State Zip Fax Number: New Tenant? 0 - Yes El- No E-mail Address: lohnd@patriotfire.com Valuation of Project (contractor's bid price): $ 30,800.00 Scope of Work (please provide detailed information): Install 1 level of in -rack sprinklers PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER RIZED AGENT: Signature: .�.� Print Name: To 14-tiA A -c cA . Plan Permit App.doc Date: 12/Z 3 h 0 Day Telephone: a5 3 -92 6 - 22M 0 5/14/10 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 3223o`1° \\0k Site Address: (0 3Z -S $$64LE' pAitic D(-\ 3 Suite Number: Floor: Tenant Name: 6vt iLALO 244ct-s Property Owner's Name: <FCvst L E Pfd tTi l= 5 • New Tenant? ❑ - Yes NI - No Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: ��, �. r�Ccs� Day Telephone: 253-926-2290 Company Name: Patriot Fire Protection, Inc. Mailing Address: 2707 70th Ave E Tacoma WA 98424 City State Zip E-mail Address::lo\.ij r- kr;04 :fe . cFax Number: 253-922-6150 Total number of new/relocated devices or sprinkler heads: 6 'L Valuation of Project (contractor's bid price): $ IS vuO Scope of Work (please provide detailed information): 6TheTt Ni 0 1ST N4 VIA Lt( StSTL P-ACi:S rg. rNC, fire Scl-e_.gtie, . PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUJLDING OW R O A THORIZED AGENT: Signature: Date: ) ?./ /11 - Print Name: Day Telephone: 253-12c, 22 50 Plan Permit App.doc 1/2/13 TFD FP Form 8 \c2)(1.5 S SLE PK_ lz 6 01E,44 CITY OF TUKWILA �► FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 SITE LOCATION accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: 18325 Segale Park Drive B Tenant Name: Emerald Moving Property Owner's Name: Segale Properties Mailing Address: PO Box 88028 Tukwila, WA 98188 King Co. Assessor's Tax No.: 200 z I an '1000°1 Suite Number: Floor: New Tenant? 2- Yes 0- No CONTACT PERSON -if there are questions about the submittal. Name: John Dacca Company Name: Patriot Fire Protection, Inc. Mailing Address: 2707 70th Ave E City State Zip Day Telephone: 253-284-3467 Tacoma WA 98424 E-mail Address: johnd@patriotfire.corn City State Zip Fax Number: 253-922-6150 Valuation of Project (contractor's bid price): $ 4,200.00 Scope of Work (please provide detailed information): Add heads for new tenant improvement in office area. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by suck permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY Y CERTII"Y THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY O F PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR T1 -MI5 PERMIT. BUILDING OW'N.F;R OR UT RIZED AGENT: Signature:• Date: /Z/(' /,b Print Name: ? Ce.4,. Day Telephone: 2S3- ZQY- 3Y6� Plan Permit App.duc 5/14/10 TFD FP Faring SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 35x304 9 1 1 Ci Site Address: 16325 Se patK nc Tenant Name: EWA" o X1 tv'toic, 3 Property Owner's Name: LIT Tr Skci0•\ L.TO Mailing Address: 1 e:A2'S P n ojeic Po u, J CONTACT PERSON -if theree are questions about the submittal. Name: �pn1c.McK, Day Telephone: (Z53') 12Z(0- (30'19 Company Name: i(4K1.uz 5 Tin toToico.�{. Mailing Address: 1524 1-15La, �} E 5034,r,«' VNtk 98390 Suite Number: PrNsHP Floor: 1 New Tenant? ❑ - Yes ❑ - No City ()\ 'Q t 8 State Zip 11 (� City State Zip - C\ E-mail Address: i ® • Cl.. cin1Q.ess�rC . CoM Fax Number: (Z53) 82.(42 ' 1°33 Contractor's City of Tukwila NICET III number: x-'51 3 - 0lo2 " C- 'Business License number: BUS - 049 NX133 Total number of new/relocated devices or sprinkler heads: y Valuation of Project (contractor's bid price): $ 1 x59 Scope of Work (please provide detailed information): -.1v cvatmtxrk t Spc c.K4 " r�u rte, c‘c ne".3 wc3.\\S c -f -"V' gS . 4ntw PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Plan Permit App.doc 8/22/14 Date: 1z;I 11 - Day Telephone: (Z53) SVoOO` kC% TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Emerald City Moving 18325 Segale Park Dr B Permit No.: 17-S-097 Date: June 13, 2017 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'h inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. or FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Emerald Moving 18325 Segale Park Drive B Permit No.: 10-S-270 Date: December 13, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 % inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Emerald Moving & Storage 18325 Segale Park Drive B Permit No.: 11-S-001 Date: January 3, 2011 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 '/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads' require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /%""5-09"7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: � Sprinklers: Type of Inspection: Address. Suite #:/1/2.-5— 51 44 f; Contact Person: Special Instructions: Occupancy Type: Phone No.: K. - Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectdi ,75--____T Date: 6/2...07 Hrs.: / 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /7-5 -0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: (ty,_fritlyisr2.0"‘Type of Inspection: Address: Suite #: /1,,7-c Monitor: Contact Person: Special Instructions: Occupancy Type: Phone No.: KApproved per applicable codes. Corrections required prior to approval. COMMENTS: AV/ SpIrios' fiv.sp-674,,,,(h ,40a, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: / X100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Date:/r/ 7 Hrs.: l C7 Inspectof: C� X100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD' Retain a copy with permit Dvz PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Fire Alarm: Ha Typ�j of I spection: Monitor: Address: Suite #: 3Z.S .5= 1t. Or Contact Person: Special Instructions: Phone No.: sK Approved per applicable codes. Corrections required prior to approval. COMMENTS: ot 00 5.Jk Z.05 �Sa. 1.86P ?Sql Needs Shift Inspection: 'k0 Sprinklers: Fire Alarm: Ha Hood & Duct: Monitor: Pre -Fire: Permits: AR , Occupancy Type: Inspector: .Sar)n1 Date: A\--- Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -0o7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: EM.P/-,k I d c. Li , J, A y Sprinklers: Type of Inspection: Qv' 01c. .e. vkfrjr- Address: / i2 32 ,3 e lc/0 L Suite #: 8 Contact Person: Special Instructions: Occupancy Type: Phone No.: pLpproved per applicable codes. Corrections required prior to approval. COMMENTS: Z� cSwwUe O�- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A s-- ___ Date: 1/ f i r/ Hrs.: j $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER -INSPECTION RECORD Dii - 32,4 - Retain a copy with permit /1 ' - Coy PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: E,y►4. 1d ci, rridw .j, Type of Inspection: Address: j ff346 -- Suite #: s e,5,,,I 04 A Contact Person: Special Instructions: Hood & Duct: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: �iYlki a� _ ll1�a��T Pic 5/401-e. .q -b' -A.CP a.L Nt2 - -Ll J't v'4'- c 4 Needs Shift Inspection: Date: //Z7J/1 Sprinklers:/ Fire Alarm: Hood & Duct: Monitor: / Pre -Fire: Permits: Occupancy Type: Inspector: pm I $ Date: //Z7J/1 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e ity of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER - INSPECTION RECORD " Retain a copy withit c 1 rte~ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: /3-er AI) C L, 1A/1 ou i ►ma Type of Inspe ion: i �- k/iL Address: t 3 aS S,,t,e. loc. Q Suite #: Contact Person: Special Instructions: Phone No.: 7L—Approved per applicable codes. Corrections required prior to approval. COMMENTS: t -c Qt A-) A 4_ — ole g/L J L- di Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: s- a. Date: //,14 ((( Hrs.: 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 s INSPECTION NUMBER INSPECTION RECORD Retain a copy wily -permit oa y PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:Type E�.oF Y d C i/� Ut,1� Fire Alarm: of Inspection: ,.N .(,. J 1 g 1 - Address: ) 3a.S Suite #: ce5'0i,2. 1 8 Contact Person: Special Instructions: Phone No.: C7`''Approved per applicable codes. Corrections required prior to approval. COMMENTS: cry , ro — c)1- Needs )is Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: / J -I, / f( Hrs.: k S`_ $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD • Retain a copy with permit bo - 3Z k PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: c, 4,, .,;,ns. Type of Inspection: i.►A0,111,yk)-hm5 Address: 1 v iZ5- Suite #: Pre -Fire: �� b r XtagtP n. �� 1 f tee_ �, r ---2. Special Instructions: Phone No.: 0,53• 37? -7/// Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: "i-tMl-v f IA1, A..S ,.ro ) I4--- 1 r1ee-1 4o azRd 11 1...1-.N Pr 2 t•-‘1--- A.00 r ey„ res 4b we,.r c 1 ko,.dn2 e-tA eh i {- . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: y 14 Date: ,'2 I( Hrs.: (.a $80.00 REINS CTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 3 INSPECTION NUMBER • - INSPECTION RECORD Retain a copy with ' - rmit oma, i� tc —32$ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Fkt V A c 1 A Type of Inspection: Ev e-5,t..,..c..1 it I^ 4i., Address: ►slz-s Suite #: 1Kl,.o.J 5 ,L pt,.. Dti. r3 Contact Per n: / 2 ,G , 0 ,A ,L I., Special Instructions: Permits: Phone No.: .5"3- 3 77- ?/7( Approved per applicable codes. x Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: .. Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Crvkw 1,5 t,.)--i\.z No Ok 1'keRA ID 44� 1,,k�: e�70�.`7"�1 e. -,J w4Ve- ocASe U tJ..trA A -o arc). V-I.s V.,kNA,D @ Ce,,, coto4-- Sade ea W a,r� lne ,,._ etc i 4 . Needs Shift Inspection: Sprinklers: Fire Alarm: .. Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: -,.„.„ _ ryv„S„ \ Date: 11261 „ Hrs.: r .o $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 I - 0- i INSPECTION NUMBER i INSPECTION RECORD Retain a copy with perrti., r oe( /O - S- X7o, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: w A-1) M o U ( Ail 5 STor ,4-g e. Type of Inspection: S / c u-e.n_ I c t A- e__ e_ ?K J Contact Person: Permits: Address: /8 3a s- Suite #: Special Instructions: Phone No.: a- a `i Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: -d o\ Permits: Occupancy Type: bk - c, t,J 102: a- a `i .22 q 1d_Uo 144Ls 1 �Ud NKS l- 0/Lo - 0��, c '?ate a i Zoo 1(OU [ ©t_ 'lam C -Q l f ►vim - Q < Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: s ----a, Date: 1/4 ?// / Hrs.: 02_ $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 sP INSPECTION NUMBER INSPECTION RECORD Retain a copy with(per it PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Sprinklers: Fire Alarm: Tr of Zson: `psection: Address: j ,y 3,9_5-- Suite #: c,5„4-7114_ \DK 3 Contact Special Instructions: Iv r 1 s Phone No.: Approved per applicable codes. ig`rrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: aD _T__605f. Te s¥ r pry s,Sv,r c P --e- f i'.e-- dki l ii -e.. Iv r 1 s pbt, /41�1Pe5 —r -v /in) --es c -I - l'.rQL,SL0U4) ...r9 i41)b hrAC;ni -ill (VI p.N IIP-, 11 b ✓'{- C% b S' ).-(Ae d Ler lc (i r 011 c�c.) `1 Oro re , o ! -70 c‘ y AA. Se / 0 -c, /l� A 1. !.t 0-A 1 Ei 6— c.v",,i4 / I or - 1t) ocAc Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A 3-6-- Hrs.: ) Date: //i y Pik $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD - Retain a copy innmit -D/L'— 3a� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:Y La14-c d' 14-1 d C( `�j /V 1 a v . ,V Type ofInspection: E L.__ Address: j g3 a. S- Suite #: S-€ p4 /...c. pi k Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. (fictions required prior to approval. COMMENTS: vy cb T -P/oo v Irl oev 2 a<i t (4 I CSV .3 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector,, s/ c c)--- Date: //J ? (( Hlrs.: i 201( $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 F " TuKWILA FIRE PREVENTION Et AU 444 Andover Park Bast, Tukwila, WA 98188 Phone '2064154407 - Fax 206=5754439 E-mail: tukfdprv@ci.tukwila.waus CONTRACTORS MATERIAL{ AND' TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS • Fire alarmSystem is readyfor Fire Department ac "tance testing. Failure of test will result in P �p .. , termination of the testing and additional fees will be assessed Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date 2 ,2 7, 1/ Permit # 1 /— F 0 0 Q Property Address /8 3 2- P : Qh .A Suite # City • TUKWILA Zip Code 9 8 1 k 8 Name of Facility 1:1-1- Occupiedas Owner or Representative Installing Company me/ 4- /`1_,f Instailing.Contractor's Address A 241 5 fla..e cern S4 --- City ECity S'ecr Phone.# 2) G 32-R / 3? 00 Installer's Name (PRINT) ktVP K-4 lvkg License and/or Certificate 2.3 ' L T General Contractor lxr k A- too Electrical Contractor ketN "" FACP Equipment Manufacturer S ' Model # C 7 D O This system has been installed, pre -tested and operates in accordance with the standards listed below and - was inspected by On (date) and includes the devices listed on back. Circle all that apply: i/ NFPA 72, Chapter 12 4 5 6 7 at:d/or IFC•SEC 907 G NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions 'Manufacturer's Instructions • Other (specify) Tukwila City Ordinance Numbers 2050, 2051 UL Central Station Monitor W I - ) Qaw System is monitored by A- 4 itaYvvw SIGNED Date System Firmware: Installed version _ Checksum Date Initial program Installation Date Revisions and Reasons Phone # Programmed by EQUIPMENT INSTALLED AND TESTED: Control Panel _2 of I_ Manual Station of•_ Smoke Detectors , ofJ_ Heat Detectors of . Duct Detectors ,L of. A/V Devices ,_,,ate Audio Devices or Visual Devices of' Make/Model Make/Model Make/Model Make/Model Make/Model / • 5-700 .s'k A -Ps Make/Model Mike/Model Make/Model Auto Door Release ,or Malce/Model • Trouble Indictors of Batteries Readings Battery Full Load 26', 2. Charge 2 7 , Make/Model Generator _ of_ Make/Model HVAC Controls _ of _ Make/Model Fire Alarm Dialer / ofj_ Make/Model • ke s Monitored by W h -LA a 17 Annunciator j of 1_ Make/Model ' S K 0 Sprinkler System. (Fire Alarm connections only) Water Flow Sw. 5 of 3 Make/Model Valve Tamper Sw. A ofj Make/Model PIV 2 of 2 Make/Model Elec. Alarm Bell of Make/Model -770 Automatic time Delay of Water Flow Alarm 4 seconds. None Installed Do you meet audible/visible requirements of WAC 5120, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes No Test of alarm System on emergency power, satisfactory? Yes / No _ Test Witnessed by Comments: Title Date . eddins\Fire Alarm Certiticate.doc Revised: 10/28/04 TFD FP Form #110 CONFIDENTIAL A WASHINGTON ALARM Building 771 1►- FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B C DEF Form: 1/22/01 G NikDEVICE/ ALARM MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxD1 ALARM CURRENT (AMPS) TOTAL ALARM CURRENT (CxF1 CONTROL PANEL AND MODULES SD505APS 1 0.00055 0.00055 0.00055 0.00055 Silent Knight Fire Alarm Panel 5700 1 0.2 0.2 0.325 0.325 Addressable Input Modules SD500MIM 2 0.00055 0.0011 0.23 0.46 Addressable Input Modules SD500MIM 4 0.00055 0.0022 0.00055 0.0022 Battery 12 VOLTS NP7-12 2 0 0 0 0 0 0 0 0 0 0 0 0 INITIATING DEVICES Smoke Detector SD505APS 1 0.00055 0.00055 0.00055 0.00055 0 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.204 24 4.892 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 0.788 0.083 0.065 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 4.892 10.06538325 C 4.958 r 1.3 [ 6.445 ( 14AH (H) CONFIDENTIAL A Oaf FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B CDE F Form: 1/22/01 IlikDEVICE/ WASHINGTONALARM MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxD) ALARM CURRENT (AMPS) TOTAL ALARM CURRENT (CxFI Segale Building 771 CONTROL PANEL AND MODULES 0 0 0 0 0 AES Radio transmitter 7750F 1 0.15 0.15 1.2 1.2 AES InteliTap 7067 1 0.06 0.06 0.1 0.1 0 0 Battery 12 VOLTS NP7-12 1 0 0 0 0 0 0 0 0 0 0 0 0 INITIATING DEVICES None from this transmitter 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES None from this transmitter 0 0 0 0 0 0 0 0 0 0 r 0 Q 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.210 24 5.040 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 1.300 0.083 0.108 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 5.040 1 0.1079 [ 5.148 j 1.3 [ 6.692 j 7AH (H) ToI-Brace Seismic Calculations Project Address: Emerald Home Furnishing Rack 18325 Segale Park Drive B Patriot Fire Protection, Inc 2707 70th Ave E T 0 Lccy Tacoma, WA 98424 253-926-2290 a crari d r PATRIFP099CF on 2007 NFPA Pamphlet #13 Tukwila, WA 212 lbs (96 kg) Job # 12-13536 Calculations based Brace Information Tolco Brace Components Maximum Spacing 36' 0" (10.97 m) 49 lbs (22.23 kg) Tolco Component Fig. Number Adjusted Load Fig.1001 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. 7 0" 2 14 m Maximum Brace Length( ) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.421" (11 mm) Assembly TELCO UNIVERSAL BRACE TOLCOFIG. 1001 FAST CLAMP Detail FIG. 980 SWAY FITTING .4.; ill LIR Value 200 Max Horizontal Load 1735 lbs (787 kg) Force Factor (Cp) 0.5 Fastener Information Fastener Orientation NFPA Type E Type Lag -Screw STEEL PIPE LATERAL BRACE Diameter 1/21n. (13 mm) Length 41/2in. (114 mm) Maximum Load 400 lbs (181 kg) Brace Identification on Plans Lateral Brace Orientation of Brace Lateral Braced Pipe: 4" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4" Sch.10 Steel Pipe (101.6 mm) 36ft (11 m) 212 lbs (96 kg) 2'/2" Sch.10 Steel Pipe (63.5 mm) 40ft (12.2 m) 118 lbs (54 kg) Percentage added for Fittings and Sprinklers 15% 49 lbs (22.23 kg) Total Adjusted Load of all pipe within Zone of Influence 379 lbs (172 kg) {ToI-Brace Version 7} ToI-Brace Seismic Calculations Emerald Home Furnishing Rack 18325 Segale Park Drive B Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 12-13536 Lateral Brace NFPA Type E 4" Sch.10 Steel Pipe 36' 0" (10.97 m) Lateral 1" Sch.40 7'0"(2.14m) 200 45° 1/2 x 4-1/2 (13 x 114 mm) Lag -Screw 4t in. (114 mm) Summary of Pipe within Zone of Influence trari CO 4" Sch.10 Steel Pipe (101.6 mm) 366 (11 m) 2'/�" Sch.10 Steel Pipe (63.5 mm) 40ft (12.2 m) Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.1001 Clamp Fig.980 Universal Swivel Structural Member Calculations prepared by John Dacca 15% 379 lbs (172 kg) 1735 lbs (787 kg) 400 lbs (181 kg) 1425 lbs (646 kg) 1955 lbs (887 kg) 6x24 Glu Lam Beam *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com ToI-Brace Seismic Calculations Project Address: Emerald Home Furnishing Rack _ _ 18325 Segale Park Drive B Patriot Fire Protection, Inc 2707 70th Ave EToLc . Tacoma, WA 98424 253-926-2290 a y; al- j 0; ," s-,....._,. PATRIFP099CF on 2007 NFPA Pamphlet #13 Tukwila, WA Job # 12-13536 Calculations based Brace Information Tolco Brace Components Maximum Spacing 66' 0" (20.12 m)___`__ Tolco Component Fig. Number Adjusted Load Fig.4L Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) 'Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. _ _ Maximum Brace Length 7'_0" (2.14 m)_ Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.421" (11 mm) _ _ i _ _ LIR Value 200 Assembly Detail ,,f_ B ,.i.r""- 4 s �" t L 5.4'-- ga FE: 1:,.4,';'!P FCS-,, ip Max Horizontal Load 1735 lbs (787kg) _ _ _ Force Factor(Cp) 0.5 _ Fastener Information Fastener Orientation NFPA Type E Type Through-Bolt 5 Diameter 5/8in. (16mm) Length 51/2in. (140 mm) Maximum Load 560 lbs (254 kg) Brace Identification on Plans Longitudinal Brace Orientation of Brace Longitudinal Braced Pipe: 4" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4" Sch.10 Steel Pipe (101.6 mm) 66ft (20.1 m) 389 lbs (176 kg) Percentage added for Fittings and Sprinklers 15% 58 lbs (26.31 kg) Total Adjusted Load of all pipe within Zone of Influence 447 lbs (203 kg) {ToI-Brace Version 7} ToI-Brace Seismic Calculations Emerald Home Furnishing Rack 18325 Segale Park Drive B Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 12-13536 Longitudinal Brace NFPA Type E 4" Sch.10 Steel Pipe 66' 0" (20.12 m) Longitudinal 1" Sch.40 7'0"(2.14m) 200 45° 5/8 x 5-1/2 (16 x 140 mm) Through -Bolt 51/2in. (140 mm) Summary of Pipe within Zone of Influence LCO 4" Sch.10 Steel Pipe (101.6 mm) 166ft (20.1 m) Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence 447 lbs (203 kg) Material Capacity 1735 lbs (787 kg) Fastener Capacity 560 lbs (254 kg) Fig.4L Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1955 lbs (887 kg) Structural Member 4x12 Wood Beam 15% Calculations prepared by John Dacca *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com PATRIOT FIRE PROTECTION, INC 2707 70th AVENUE EAST TACOMAWA 98424 HYDRAULIC CALCULATIONS FOR EMERALD HOME FURNISHING RACK FILE NUMBER: 12-13536 DATE: DEC 23, 2010 -DESIGN DATA - OCCUPANCY CLASSIFICATION: CLASS IV SINGLE/DOUBLE ROW 25'-0" DENSITY: .34 gpm/sq. ft. AREA OF APPLICATION: 5600 sq. ft. RACK DENSITY: 15 PSI EHP RACK AREA OF APPLICATION 8 SPRINKLER HEADS COVERAGE PER SPRINKLER: VARIES sq. ft. NUMBER OF SPRINKLERS CALCULATED: 67 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 2417.9 gpm TOTAL WATER REQUIRED (including hose): 2917.9 gpm FLOW AND PRESSURE (@ BOR): 2417.90 gpm @ 55.0 psi SPRINKLER ORIFICE SIZE: 5.6K IN RACK & 8.2K OVERHEAD NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: JOHN DACCA AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA Items listed in bold print are automatically transfered from the calculation report SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD.SDF JOB TITLE: Emerald Moving & Storage Rack WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REVD NODE PRESS. PRESS. @ PRESS. 0 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 135.0 120.0 1500.0 83.6 2917.9 69.7 Required pressure is 13.9 psi (17%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2917.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 2417.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) CITY 0.0 SOURCE 69.7 2417.9 BP1 0.0 - - - - 68.4 BP2 0.0 63.4 UG1 0.0 - 62.4 UG2 0.0 57.4 UG3 0.0 56.5 BOR 0.5 55.0 2 1.0 54.8 TOR 30.5 39.5 5 30.5 38.7 6 30.5 38.4 7 30.5 - 35.3 8 30.5 33.3 10 30.5 - - 37.6 11 30.5 - - - - 36.7 12 30.5 - - - - 33.0 13 30.5 - - - - 32.6 14 30.5 - - - - 32.5 15 30.5 - - 32.4 16 30.5 - - - 32.4 - 17 30.5 - 32.4 - - - 18 30.5 - 32.5 22 34.0 26.1 23 34.0 29.0 24 34.0 28.8 - 25 34.0 28.8 26 34.0 28.8 27 34.0 25.6 28 34.0 - - - - 25.7 S1 34.0 K= 8.20 23.0 39.3 S2 34.0 K= 8.20 21.4 37.9 S3 34.0 K= 8.20 18.5 35.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD.SDF JOB TITLE: Emerald Moving & Storage Rack NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S4 34.0 K= 8.20 17.2 34.0 S5 34.0 K= 8.20 14.6 31.3 S6 34.0 K= 8.20 22.8 39.1 S7 34.0 K= 8.20 19.6 36.3 S8 34.0 K= 8.20 18.2 35.0 S9 34.0 K= 8.20 17.3 34.1 S10 34.0 K= 8.20 25.6 41.5 S11 34.0 K= 8.20 24.3 40.4 S12 34.0 K= 8.20 22.4 38.8 S13 34.0 K= 8.20 21.3 37.8 S14 34.0 K= 8.20 25.8 41.6 S15 34.0 K= 8.20 24.5 40.6 S16 34.0 K= 8.20 22.5 38.9 S17 34.0 K= 8.20 21.4 38.0 S18 34.0 K= 8.20 25.4 41.3 S19 34.0 K= 8.20 24.2 40.3 S20 34.0 K= 8.20 22.2 38.7 S21 34.0 K= 8.20 21.1 37.7 S22 34.0 K= 8.20 25.6 41.5 S23 34.0 K= 8.20 24.4 40.5 S24 34.0 K= 8.20 22.4 38.8 S25 34.0 K= 8.20 21.3 37.8 S26 34.0 K= 8.20 25.4 41.3 S27 34.0 K= 8.20 24.1 40.3 S28 34.0 K= 8.20 22.2 38.6 S29 34.0 K= 8.20 21.1 37.7 S30 34.0 K= 8.20 25.6 41.5 S31 34.0 K= 8.20 24.3 40.4 S32 34.0 K= 8.20 22.4 38.8 S33 34.0 K= 8.20 21.3 37.8 S34 34.0 K= 8.20 25.4 41.3 S35 34.0 K= 8.20 24.1 40.3 S36 34.0 K= 8.20 22.2 38.6 S37 34.0 K= 8.20 21.1 37.7 S38 34.0 K= 8.20 25.6 41.5 S39 34.0 K= 8.20 24.3 40.4 S40 34.0 K= 8.20 22.4 38.8 S41 34.0 K= 8.20 21.3 37.8 S42 34.0 K= 8.20 22.6 38.9 S43 34.0 K= 8.20 21.0 37.6 S44 34.0 K= 8.20 18.2 35.0 S45 34.0 K= 8.20 16.9 33.7 S46 34.0 K= 8.20 14.4 31.1 S47 34.0 K= 8.20 22.4 38.8 S48 34.0 K= 8.20 19.3 36.0 S49 34.0 K= 8.20 17.8 34.6 S50 34.0 K= 8.20 17.0 33.8 S51 34.0 K= 8.20 22.6 39.0 S52 34.0 K= 8.20 21.1 37.7 S53 34.0 K= 8.20 18.2 35.0 S54 34.0 K= 8.20 17.0 33.8 S55 34.0 K= 8.20 14.4 31.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD.SDF JOB TITLE: Emerald Moving & Storage Rack NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S56 34.0 K= 8.20 22.4 38.8 S57 34.0 K= 8.20 19.3 36.0 S58 34.0 K= 8.20 17.9 34.7 S59 34.0 K= 8.20 17.1 33.9 RACK 0.5 - - - - 57.2 100 1.0 - - - - 57.0 101 2.0 56.5 101A 3.0 55.6 102 25.5 45.1 103 25.5 44.7 104 28.0 41.6 105 12.2 42.8 106 12.2 31.0 R1 12.2 K= 5.60 26.2 28.6 R2 12.2 K= 5.60 20.3 25.2 R3 12.2 K= 5.60 19.2 24.6 R4 12.2 K= 5.60 16.3 22.6 R5 12.2 K= 5.60 15.8 22.3 R6 12.2 K= 5.60 15.6 22.1 R7 12.2 K= 5.60 15.0 21.7 R8 12.2 K= 5.60 15.0 21.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD.SDF JOB TITLE: Emerald Moving & Storage Rack PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 2417.9 10.400 PL 50.00 PF 1.4 CITY 0.0 SRCE 69.7 (N/A) 9.1 140 FTG TG PE 0.0 BP1 0.0 0.0 68.4 0.0 0.010 TL 138.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE BP1 0.0 0.0 68.4 0.0 5.0 psi, 2417.9 gpm BP2 0.0 0.0 63.4 0.0 Pipe: 3 2417.9 10.400 PL 100.00 PF 1.0 BP2 0.0 0.0 63.4 0.0 9.1 140 FTG ---- PE 0.0 UG1 0.0 0.0 62.4 0.0 0.010 TL 100.00 PV Pipe: 4 2417.9 10.400 PL 421.00 PF 5.0 UG1 0.0 0.0 62.4 0.0 9.1 140 FTG TG PE 0.0 UG2 0.0 0.0 57.4 0.0 0.010 TL 509.00 PV Pipe: 4A 2229.1 10.400 PL 109.00 PF 0.9 UG2 0.0 0.0 57.4 0.0 8.4 140 FTG ---- PE 0.0 UG3 0.0 0.0 56.5 0.0 0.008 TL 109.00 PV Pipe: 5 2229.1 10.400 PL 35.00 PF 1.3 UG3 0.0 0.0 56.5 0.0 8.4 140 FTG ET PE -0.2 BOR 0.5 0.0 55.0 0.0 0.008 TL 150.00 PV Pipe: 6 2229.1 10.374 PL 0.50 PF 0.0 BOR 0.5 0.0 55.0 0.0 8.5 120 FTG ---- PE -0.2 2 1.0 0.0 54.8 0.0 0.011 TL 0.50 PV Pipe: 7 2229.1 8.249 PL 29.50 PF 2.5 2 1.0 0.0 54.8 0.0 13.4 120 FTG GA PE -12.8 TOR 30.5 0.0 39.5 0.0 0.035 TL 71.50 PV Pipe: 8 2229.1 8.249 PL 1.50 PF 0.8 TOR 30.5 0.0 39.5 0.0 13.4 120 FTG E PE 0.0 5 30.5 0.0 38.7 0.0 0.035 TL 22.50 PV Pipe: 9 836.6 8.249 PL 20.50 PF 0.3 5 30.5 0.0 38.7 0.0 5.0 120 FTG T PE 0.0 6 30.5 0.0 38.4 0.0 0.006 TL 61.50 PV Pipe: 10 836.6 6.357 PL 154.00 PF 3.1 6 30.5 0.0 38.4 0.0 8.5 120 FTG ---- PE 0.0 7 30.5 0.0 35.3 0.0 0.020 TL 154.00 PV Pipe: 11 836.6 6.357 PL 80.50 PF 2.0 7 30.5 0.0 35.3 0.0 8.5 120 FTG E PE 0.0 8 30.5 0.0 33.3 0.0 0.020 TL 98.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD.SDF JOB TITLE: Emerald Moving & Storage Rack PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 1392.5 8.249 PL 80.50 PF 1.2 5 30.5 0.0 38.7 0.0 8.4 120 FTG ---- PE 0.0 10 30.5 0.0 37.6 0.0 0.015 TL 80.50 PV Pipe: 13 1392.5 8.249 PL 20.50 PF 0.9 10 30.5 0.0 37.6 0.0 8.4 120 FTG T PE 0.0 11 30.5 0.0 36.7 0.0 0.015 TL 61.50 PV Pipe: 14 1392.5 6.357 PL 72.00 PF 3.7 11 30.5 0.0 36.7 0.0 14.1 120 FTG ---- PE 0.0 12 30.5 0.0 33.0 0.0 0.052 TL 72.00 PV Pipe: 15 1070.1 6.357 PL 10.00 PF 0.3 12 30.5 0.0 33.0 0.0 10.8 120 FTG ---- PE 0.0 13 30.5 0.0 32.6 0.0 0.032 TL 10.00 PV Pipe: 16 752.6 6.357 PL 10.00 PF 0.2 13 30.5 0.0 32.6 0.0 7.6 120 FTG ---- PE 0.0 14 30.5 0.0 32.5 0.0 0.017 TL 10.00 PV Pipe: 17 435.9 6.357 PL 10.00 PF 0.1 14 30.5 0.0 32.5 0.0 4.4 120 FTG ---- PE 0.0 15 30.5 0.0 32.4 0.0 0.006 TL 10.00 PV Pipe: 18 119.5 6.357 PL 10.00 PF 0.0 15 30.5 0.0 32.4 0.0 1.2 120 FTG ---- PE 0.0 16 30.5 0.0 32.4 0.0 0.001 TL 10.00 PV Pipe: 19 -196.8 6.357 PL 10.00 PF 0.0 16 30.5 0.0 32.4 0.0 2.0 120 FTG ---- PE 0.0 17 30.5 0.0 32.4 0.0 0.001 TL 10.00 PV Pipe: 20 -516.5 6.357 PL 10.00 PF 0.1 17 30.5 0.0 32.4 0.0 5.2 120 FTG ---- PE 0.0 18 30.5 0.0 32.5 0.0 0.008 TL 10.00 PV Pipe: 21 -836.6 6.357 PL 22.00 PF 0.8 18 30.5 0.0 32.5 0.0 8.5 120 FTG E PE 0.0 8 30.5 0.0 33.3 0.0 0.020 TL 40.00 PV Pipe: 22 322.4 2.469 PL 3.50 PF 5.3 12 30.5 0.0 33.0 0.0 21.6 120 FTG T PE -1.5 22 34.0 0.0 26.1 0.0 0.345 TL 15.50 PV Pipe: 23 317.6 3.068 PL 3.50 PF 2.2 13 30.5 0.0 32.6 0.0 13.8 120 FTG T PE -1.5 23 34.0 0.0 29.0 0.0 0.116 TL 18.50 PV Pipe: 24 316.7 3.068 PL 3.50 PF 2.1 14 30.5 0.0 32.5 0.0 13.7 120 FTG T PE -1.5 24 34.0 0.0 28.8 0.0 0.116 TL 18.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD.SDF JOB TITLE: Emerald Moving & Storage Rack PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 316.4 3.068 PL 3.50 PF 2.1 15 30.5 0.0 32.4 0.0 13.7 120 FTG T PE -1.5 25 34.0 0.0 28.8 0.0 0.116 TL 18.50 PV Pipe: 26 316.3 3.068 PL 3.50 PF 2.1 16 30.5 0.0 32.4 0.0 13.7 120 FTG T PE -1.5 26 34.0 0.0 28.8 0.0 0.116 TL 18.50 PV Pipe: 27 319.6 2.469 PL 3.50 PF 5.3 17 30.5 0.0 32.4 0.0 21.4 120 FTG T PE -1.5 27 34.0 0.0 25.6 0.0 0.339 TL 15.50 PV Pipe: 28 320.1 2.469 PL 3.50 PF 5.3 18 30.5 0.0 32.5 0.0 21.4 120 FTG T PE -1.5 28 34.0 0.0 25.7 0.0 0.340 TL 15.50 PV Pipe: 29 177.9 2.067 PL 1.50 PF 3.1 22 34.0 0.0 26.1 0.0 17.0 120 FTG T PE 0.0 S1 34.0 8.2 23.0 39.3 0.273 TL 11.50 PV Pipe: 30 138.6 2.067 PL 9.00 PF 1.5 S1 34.0 8.2 23.0 39.3 13.2 120 FTG ---- PE 0.0 S2 34.0 8.2 21.4 37.9 0.172 TL 9.00 PV Pipe: 31 100.6 1.610 PL 9.00 PF 2.9 S2 34.0 8.2 21.4 37.9 15.9 120 FTG ---- PE 0.0 S3 34.0 8.2 18.5 35.3 0.321 TL 9.00 PV Pipe: 32 65.3 1.610 PL 9.00 PF 1.3 S3 34.0 8.2 18.5 35.3 10.3 120 FTG ---- PE 0.0 S4 34.0 8.2 17.2 34.0 0.144 TL 9.00 PV Pipe: 33 31.3 1.049 PL 9.00 PF 2.7 S4 34.0 8.2 17.2 34.0 11.6 120 FTG ---- PE 0.0 S5 34.0 8.2 14.6 31.3 0.298 TL 9.00 PV Pipe: 34 144.5 2.067 PL 8.00 PF 3.3 22 34.0 0.0 26.1 0.0 13.8 120 FTG T PE 0.0 S6 34.0 8.2 22.8 39.1 0.186 TL 18.00 PV Pipe: 35 105.4 1.610 PL 9.00 PF 3.1 S6 34.0 8.2 22.8 39.1 16.6 120 FTG ---- PE 0.0 S7 34.0 8.2 19.6 36.3 0.350 TL 9.00 PV Pipe: 36 69.1 1.610 PL 9.00 PF 1.4 S7 34.0 8.2 19.6 36.3 10.9 120 FTG ---- PE 0.0 S8 34.0 8.2 18.2 35.0 0.160 TL 9.00 PV Pipe: 37 34.1 1.380 PL 9.00 PF 0.8 S8 34.0 8.2 18.2 35.0 7.3 120 FTG ---- PE 0.0 S9 34.0 8.2 17.3 34.1 0.092 TL 9.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD.SDF JOB TITLE: Emerald Moving & Storage Rack PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 38 158.5 2.067 PL 5.50 PF 3.4 23 34.0 0.0 29.0 0.0 15.2 120 FTG T PE 0.0 S10 34.0 8.2 25.6 41.5 0.220 TL 15.50 PV Pipe: 39 117.0 2.067 PL 10.00 PF 1.3 S10 34.0 8.2 25.6 41.5 11.2 120 FTG ---- PE 0.0 Sil 34.0 8.2 24.3 40.4 0.126 TL 10.00 PV Pipe: 40 76.6 1.610 PL 10.00 PF 1.9 Sil 34.0 8.2 24.3 40.4 12.1 120 FTG ---- PE 0.0 S12 34.0 8.2 22.4 38.8 0.194 TL 10.00 PV Pipe: 41 37.8 1.380 PL 10.00 PF 1.1 S12 34.0 8.2 22.4 38.8 8.1 120 FTG ---- PE 0.0 S13 34.0 8.2 21.3 37.8 0.111 TL 10.00 PV Pipe: 42 159.1 2.067 PL 4.50 PF 3.2 23 34.0 0.0 29.0 0.0 15.2 120 FTG T PE 0.0 S14 34.0 8.2 25.8 41.6 0.222 TL 14.50 PV Pipe: 43 117.5 2.067 PL 10.00 PF 1.3 S14 34.0 8.2 25.8 41.6 11.2 120 FTG ---- PE 0.0 S15 34.0 8.2 24.5 40.6 0.127 TL 10.00 PV Pipe: 44 76.9 1.610 PL 10.00 PF 2.0 S15 34.0 8.2 24.5 40.6 12.1 120 FTG ---- PE 0.0 S16 34.0 8.2 22.5 38.9 0.195 TL 10.00 PV Pipe: 45 38.0 1.380 PL 10.00 PF 1.1 S16 34.0 8.2 22.5 38.9 8.1 120 FTG --- PE 0.0 S17 34.0 8.2 21.4 38.0 0.112 TL 10.00 PV Pipe: 46 158.0 2.067 PL 5.50 PF 3.4 24 34.0 0.0 28.8 0.0 15.1 120 FTG T PE 0.0 S18 34.0 8.2 25.4 41.3 0.219 TL 15.50 PV. Pipe: 47 116.7 2.067 PL 10.00 PF 1.2 S18 34.0 8.2 25.4 41.3 11.2 120 FTG ---- PE 0.0 S19 34.0 8.2 24.2 40.3 0.125 TL 10.00 PV Pipe: 48 76.4 1.610 PL 10.00 PF 1.9 S19 34.0 8.2 24.2 40.3 12.0 120 FTG ---- PE 0.0 S20 34.0 8.2 22.2 38.7 0.193 TL 10.00 PV Pipe: 49 37.7 1.380 PL 10.00 PF 1.1 S20 34.0 8.2 22.2 38.7 8.1 120 FTG ---- PE 0.0 S21 34.0 8.2 21.1 37.7 0.111 TL 10.00 PV Pipe: 50 158.7 2.067 PL 4.50 PF 3.2 24 34.0 0.0 28.8 0.0 15.2 120 FTG T PE 0.0 S22 34.0 8.2 25.6 41.5 0.221 TL 14.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD.SDF JOB TITLE: Emerald Moving & Storage Rack PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 51 117.1 2.067 PL 10.00 PF 1.3 S22 34.0 8.2 25.6 41.5 11.2 120 FTG ---- PE 0.0 S23 34.0 8.2 24.4 40.5 0.126 TL 10.00 PV Pipe: 52 76.7 1.610 PL 10.00 PF 1.9 S23 34.0 8.2 24.4 40.5 12.1 120 FTG ---- PE 0.0 S24 34.0 8.2 22.4 38.8 0.194 TL 10.00 PV Pipe: 53 37.8 1.380 PL 10.00 PF 1.1 S24 34.0 8.2 22.4 38.8 8.1 120 FTG ---- PE 0.0 S25 34.0 8.2 21.3 37.8 0.111 TL 10.00 PV Pipe: 54 157.9 2.067 PL 5.50 PF 3.4 25 34.0 0.0 28.8 0.0 15.1 120 FTG T PE 0.0 S26 34.0 8.2 25.4 41.3 0.219 TL 15.50 PV Pipe: 55 116.6 2.067 PL 10.00 PF 1.2 S26 34.0 8.2 25.4 41.3 11.1 120 FTG ---- PE 0.0 S27 34.0 8.2 24.1 40.3 0.125 TL . 10.00 PV Pipe: 56 76.3 1.610 PL 10.00 PF 1.9 S27 34.0 8.2 24.1 40.3 12.0 120 FTG ---- PE 0.0 S28 34.0 8.2 22.2 38.6 0.192 TL 10.00 PV Pipe: 57 37.7 1.380 PL 10.00 PF 1.1 S28 34.0 8.2 22.2 38.6 8.1 120 FTG ---- PE 0.0 S29 34.0 8.2 21.1 37.7 0.110 TL 10.00 PV Pipe: 58 158.5 2.067 PL 4.50 PF 3.2 25 34.0 0.0 28.8 0.0 15.2 120 FTG T PE 0.0 S30 34.0 8.2 25.6 41.5 0.220 TL 14.50 PV Pipe: 59 117.0 2.067 PL 10.00 PF 1.3 S30 34.0 8.2 25.6 41.5 11.2 120 FTG ---- PE 0.0 S31 34.0 8.2 24.3 40.4 0.126 TL 10.00 PV Pipe: 60 76.6 1.610 PL 10.00 PF 1.9 S31 34.0 8.2 24.3 40.4 12.1 120 FTG ---- PE 0.0 S32 34.0 8.2 22.4 38.8 0.194 TL 10.00 PV Pipe: 61 37.8 1.380 PL 10.00 PF 1.1 S32 34.0 8.2 22.4 38.8 8.1 120 FTG ---- PE 0.0 S33 34.0 8.2 21.3 37.8 0.111 TL 10.00 PV Pipe: 62 157.9 2.067 PL 5.50 PF 3.4 26 34.0 0.0 28.8 0.0 15.1 120 FTG T PE 0.0 S34 34.0 8.2 25.4 41.3 0.219 TL 15.50 PV Pipe: 63 116.6 2.067 PL 10.00 PF 1.2 S34 34.0 8.2 25.4 41.3 11.1 120 FTG ---- PE 0.0 S35 34.0 8.2 24.1 40.3 0.125 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD.SDF JOB TITLE: Emerald Moving & Storage Rack PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 64 76.3 1.610 PL 10.00 PF 1.9 S35 34.0 8.2 24.1 40.3 12.0 120 FTG ---- PE 0.0 S36 34.0 8.2 22.2 38.6 0.192 TL 10.00 PV Pipe: 65 37.7 1.380 PL 10.00 PF 1.1 S36 34.0 8.2 22.2 38.6 8.1 120 FTG ---- PE 0.0 S37 34.0 8.2 21.1 37.7 0.110 TL 10.00 PV Pipe: 66 158.5 2.067 PL 4.50 PF 26 34.0 0.0 28.8 0.0 15.2 120 FTG T PE S38 34.0 8.2 25.6 41.5 0.220 TL 14.50 PV 3.2 0.0 Pipe: 67 117.0 2.067 PL 10.00 PF 1.3 S38 34.0 8.2 25.6 41.5 11.2 120 FTG ---- PE 0.0 S39 34.0 8.2 24.3 40.4 0.126 TL 10.00 PV Pipe: 68 76.6 1.610 PL 10.00 PF 1.9 S39 34.0 8.2 24.3 40.4 12.1 120 FTG ---- PE 0.0 S40 34.0 8.2 22.4 38.8 0.194 TL 10.00 PV Pipe: 69 37.8 1.380 PL 10.00 PF 1.1 S40 34.0 8.2 22.4 38.8 8.1 120 FTG ---- PE 0.0 S41 34.0 8.2 21.3 37.8 0.111 TL 10.00 PV Pipe: 70 176.4 2.067 PL 1.50 PF 3.1 27 34.0 0.0 25.6 0.0 16.9 120 FTG T PE 0.0 S42 34.0 8.2 22.6 38.9 0.268 TL 11.50 PV Pipe: 71 137.4 2.067 PL 9.00 PF 1.5 S42 34.0 8.2 22.6 38.9 13.1 120 FTG ---- PE 0.0 S43 34.0 8.2 21.0 37.6 0.169 TL 9.00 PV Pipe: 72 99.8 1.610 PL 9.00 PF 2.8 S43 34.0 8.2 21.0 37.6 15.7 120 FTG --- PE 0.0 S44 34.0 8.2 18.2 35.0 0.316 TL 9.00 PV Pipe: 73 64.8 1.610 PL 9.00 PF 1.3 S44 34.0 8.2 18.2 35.0 10.2 120 FTG ---- PE 0.0 S45 34.0 8.2 16.9 33.7 0.142 TL 9.00 PV Pipe: 74 31.1 1.049 PL 8.50 PF 2.5 S45 34.0 8.2 16.9 33.7 11.6 120 FTG ---- PE 0.0 S46 34.0 8.2 14.4 31.1 0.295 TL 8.50 PV Pipe: 75 143.3 2.067 PL 8.00 PF 27 34.0 0.0 25.6 0.0 13.7 120 FTG T PE S47 34.0 8.2 22.4 38.8 0.183 TL 18.00 PV 3.3 0.0 Pipe: 76 104.5 1.610 PL 9.00 PF 3.1 S47 34.0 8.2 22.4 38.8 16.5 120 FTG. ---- PE 0.0 S48 34.0 8.2 19.3 36.0 0.344 TL 9.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD.SDF JOB TITLE: Emerald Moving & Storage Rack PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 77 68.5 1.610 PL 9.00 PF 1.4 S48 34.0 8.2 19.3 36.0 10.8 120 FTG ---- PE 0.0 S49 34.0 8.2 17.8 34.6 0.157 TL 9.00 PV Pipe: 78 33.8 1.380 PL 9.00 PF 0.8 S49 34.0 8.2 17.8 34.6 7.3 120 FTG ---- PE 0.0 S50 34.0 8.2 17.0 33.8 0.091 TL 9.00 PV Pipe: 79 176.6 2.067 PL 1.50 PF 3.1 28 34.0 0.0 25.7 0.0 16.9 120 FTG T PE 0.0 S51 34.0 8.2 22.6 39.0 0.269 TL 11.50 PV Pipe: 80 137.6 2.067 PL 9.00 PF 1.5 S51 34.0 8.2 22.6 39.0 13.2 120 FTG ---- PE 0.0 S52 34.0 8.2 21.1 37.7 0.170 TL 9.00 PV Pipe: 81 100.0 1.610 PL 9.00 PF 2.9 S52 34.0 8.2 21.1 37.7 15.8 120 FTG ---- PE 0.0 S53 34.0 8.2 18.2 35.0 0.317 TL 9.00 PV Pipe: 82 64.9 1.610 PL 9.00 PF 1.3 S53 34.0 8.2 18.2 35.0 10.2 120 FTG ---- PE 0.0 S54 34.0 8.2 17.0 33.8 0.143 TL 9.00 PV Pipe: 83 31.2 1.049 PL 8.50 PF 2.5 S54 34.0 8.2 17.0 33.8 11.6 120 FTG - ---- PE 0.0 S55 34.0 8.2 14.4 31.2 0.296 TL 8.50 PV Pipe: 84 143.4 2.067 PL 8.00 PF 3.3 28 34.0 0.0 25.7 0.0 13.7 120 FTG T PE 0.0 S56 34.0 8.2 22.4 38.8 0.183 TL 18.00 PV Pipe: 85 104.6 1.610 PL 9.00 PF 3.1 S56 34.0 8.2 22.4 38.8 16.5 120 FTG ---- PE 0.0 S57 34.0 8.2 19.3 36.0 0.345 TL 9.00 PV Pipe: 86 68.6 1.610 PL 9.00 PF 1.4 S57 34.0 8.2 19.3 36.0 10.8 120 FTG ---- PE 0.0 S58 34.0 8.2 17.9 34.7 0.158 TL 9.00 PV Pipe: 87 33.9 1.380 PL 9.00 PF 0.8 S58 34.0 8.2 17.9 34.7 7.3 120 FTG ---- PE 0.0 S59 34.0 8.2 17.1 33.9 0.091 TL 9.00 PV Pipe: 88 188.8 10.400 PL 35.00 PF 0.0 UG2 0.0 0.0 57.4 0.0 0.7 140 FTG ET PE -0.2 RACK 0.5 0.0 57.2 0.0 0.000 TL 150.00 PV Pipe: 88A 188.8 10.374 PL 0.50 PF 0.0 RACK 0.5 0.0 57.2 0.0 0.7 120 FTG ---- PE -0.2 100 1.0 0.0 57.0 0.0 0.000 TL 0.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD.SDF JOB TITLE: Emerald Moving & Storage Rack PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 89 188.8 8.249 PL 1.00 PF 0.0 100 1.0 0.0 57.0 0.0 1.1 120 FTG ---- PE -0.4 101 2.0 0.0 56.5 0.0 0.000 TL 1.00 PV Pipe: 90 188.8 4.260 PL 5.75 PF 0.5 101 2.0 0.0 56.5 0.0 4.3 120 FTG 2ET PE -0.4 101A 3.0 0.0 55.6 0.0 0.009 TL 57.75 PV Pipe: 90A 188.8 4.260 PL 22.50 PF 0.7 101A 3.0 0.0 55.6 0.0 4.3 120 FTG TGA PE -9.7 102 25.5 0.0 45.1 0.0 0.009 TL 77.50 PV Pipe: 90B 188.8 4.260 PL 39.00 PF 0.5 102 25.5 0.0 45.1 0.0 4.3 120 FTG E PE 0.0 103 25.5 0.0 44.7 0.0 0.009 TL 52.00 PV Pipe: 91 188.8 4.260 PL 179.25 PF 2.0 103 25.5 0.0 44.7 0.0 4.3 120 FTG ET PE -1.1 104 28.0 0.0 41.6 0.0 .0.009 TL 218.25 PV Pipe: 92 188.8 2.635 PL 27.75 PF 5.7 104 28.0 0.0 41.6 0.0 11.1 120 FTG 2ET PE 6.8 105 12.2 0.0 42.8 0.0 0.093 TL 60.75 PV Pipe: 92A 188.8 2.635 PL 45.33 PF 11.8 105 12.2 0.0 42.8 0.0 11.1 120 FTG 8ET PE 0.0 106 12.2 0.0 31.0 0.0 0.093 TL 126.33 PV Pipe: 93 188.8 2.635 PL 19.50. PF 4.8 106 12.2 0.0 31.0 0.0 11.1 120 FTG 4E PE 0.0 R1 12.2 5.6 26.2 28.6 0.093 TL 51.50 PV Pipe: 94 160.2 2.157 PL 8.00 PF 5.8 R1 12.2 5.6 26.2 28.6 14.1 120 FTG 4E PE 0.0 R2 12.2 5.6 20.3 25.2 0.183 TL 32.00 PV Pipe: 95 135.0 2.157 PL 8.00 PF 1.1 R2 12.2 5.6 20.3 25.2 11.8 120 FTG ---- PE 0.0 R3 12.2 5.6 19.2 24.6 0.133 TL 8.00 PV Pipe: 96 110.4 2.157 PL 8.00 PF 2.9 R3 12.2 5.6 19.2 24.6 9.7 120 FTG 4E PE 0.0 R4 12.2 5.6 16.3 22.6 0.092 TL 32.00 PV Pipe: 97 87.8 2.157 PL 8.00 PF 0.5 R4 12.2 5.6 16.3 22.6 7.7 120 FTG ---- PE 0.0 R5 12.2 5.6 15.8 22.3 0.060 TL 8.00 PV Pipe: 98 65.5 2.157 PL 8.00 PF 0.3 R5 12.2 5.6 15.8 22.3 5.8 120 FTG ---- PE 0.0 R6 12.2 5.6 15.6 22.1 0.035 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD.SDF JOB TITLE: Emerald Moving & Storage Rack PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 99 43.4 2.157 PL 8.00 PF 0.5 R6 12.2 5.6 15.6 22.1 3.8 120 FTG 4E PE 0.0 R7 12.2 5.6 15.0 21.7 0.016 TL 32.00 PV Pipe: 100 21.7 2.157 PL 8.00 PF 0.0 R7 12.2 5.6 15.0 21.7 1.9 120 FTG ---- PE 0.0 R8 12.2 5.6 15.0 21.7 0.005 TL 8.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.1 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.143 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.6 ft/sec at pipe 22. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD.SDF JOB TITLE: Emerald Moving & Storage Rack PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 10.374 26.00 59.00 19.00 65.00 23.00 6.00 44.00 44.00 59.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatV1v NPTee 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 SPRINKLER SYS M HYDRAULIC ANALYSIS Page 15 DATE: 12/23/2010 T:\HASS\ OHND\EMERALD MOVING RACK + OVERHEAD.SDF JOB TITLE: Emerald Moving & Storage Rack PLY ANALYSIS a O O O Lf) O -1 W rn a 0 0 0 N to L14 N O 0 u) M r•1 0 -ri D .J 04 H O %// %// ✓ l N 0 O 0 N Tr. c' '-i co r-1 ,--1 O Lf) c7W aaWcncnafzW '- au) O f N W O • O O 0 0 M O 0 O _ o N 0 - 0 0 0 N O — o Q1 0 — 0 l0 N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD.SDF JOB TITLE: Emerald Moving & Storage Rack WATER SUPPLY CURVE 144+ 1 1 *\\ 132+ \\ \\ \\ \\ 120+ * <-120.0 psi @ 1500 gpm Flow Test Point 1 108+ P 96+ R 1 E 1 S 1 S 84+ 0 U 1 R 1 E 1 72+ ( 1 X P 1 S 1 I 60+ ) 1 48+ 1 36+ 1 24+ LEGEND I " 1 X = Required Water Supply " 1 69.71 psi @ 2917.9 gpm " 12+ " 1 0 = Available Water Supply 1 83.63 psi @ 2917.9 gpm " 1 " 0++-+---+----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) PATRIOT FIRE PROTECTION, INC 2707 70th AVENUE EAST TACOMAWA 98424 HYDRAULIC CALCULATIONS FOR EMERALD HOME FURNISHING RACK AUXILARY CALCULATION FILE NUMBER: 12-13536 DATE: DEC 23, 2010 -DESIGN DATA - OCCUPANCY CLASSIFICATION: CLASS IV SINGLE/DOUBLE ROW 25'-0" DENSITY: .34 gpm/sq. ft. AREA OF APPLICATION: 5600 sq. ft. RACK DENSITY: 15 PSI EHP RACK AREA OF APPLICATION: 8 SPRINKLER HEADS COVERAGE PER SPRINKLER: VARIES sq. ft. NUMBER OF SPRINKLERS CALCULATED: 67 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 2396.6 gpm TOTAL WATER REQUIRED (including hose): 2896.6 gpm FLOW AND PRESSURE (@ BOR): 2396.60 gpm @ 54.10 psi SPRINKLER ORIFICE SIZE: 5.6K IN RACK & 8.2K OVERHEAD NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: JOHN DACCA AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA Items listed in bold print are automatically transfered from the calculation report SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD AUX.SDF JOB TITLE: Emerald Moving & Storage Rack WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 135.0 120.0 1500.0 84.3 2896.6 68.7 Required pressure is 15.7 psi (19%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2896.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 2396.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) CITY 0.0 SOURCE 68.7 2396.6 BP1 0.0 67.3 BP2 0.0 62.3 UG1 0.0 61.4 UG2 0.0 56.5 UG3 0.0 55.6 BOR 0.5 54.1 2 1.0 53.9 TOR 30.5 38.7 5 30.5 37.9 6 30.5 37.6 7 30.5 34.6 8 30.5 32.6 10 30.5 36.8 11 30.5 35.9 12 30.5 32.3 13 30.5 32.0 14 30.5 31.8 15 30.5 31.7 16 30.5 31.7 17 30.5 31.7 18 30.5 31.8 22 34.0 25.5 23 34.0 28.3 24 34.0 28.2 25 34.0 28.1 26 34.0 - 28.1 27 34.0 25.1 28 34.0 - - - - 25.1 S1 34.0 K= 8.20 22.4 38.9 S2 34.0 K= 8.20 20.9 37.5 S3 34.0 K= 8.20 18.1 34.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD AUX.SDF JOB TITLE: Emerald Moving & Storage Rack NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S4 34.0 K= 8.20 16.8 33.6 S5 34.0 K= 8.20 14.2 30.9 S6 34.0 K= 8.20 22.2 38.7 S7 34.0 K= 8.20 19.2 35.9 S8 34.0 K= 8.20 17.8 34.6 S9 34.0 K= 8.20 16.9 33.8 S10 34.0 K= 8.20 25.0 41.0 S11 34.0 K= 8.20 23.8 40.0 S12 34.0 K= 8.20 21.9 38.3 S13 34.0 K= 8.20 20.8 37.4 S14 34.0 K= 8.20 25.2 41.2 S15 34.0 K= 8.20 23.9 40.1 S16 34.0 K= 8.20 22.0 38.5 S17 34.0 K= 8.20 20.9 37.5 S18 34.0 K= 8.20 24.9 40.9 S19 34.0 K= 8.20 23.6 39.9 S20 34.0 K= 8.20 21.7 38.2 S21 34.0 K= 8.20 20.7 37.3 S22 34.0 K= 8.20 25.0 41.0 S23 34.0 K= 8.20 23.8 40.0 S24 34.0 K= 8.20 21.9 38.4 S25 34.0 K= 8.20 20.8 37.4 S26 34.0 K= 8.20 24.8 40.8 S27 34.0 K= 8.20 23.6 39.8 S28 34.0 K= 8.20 21.7 38.2 S29 34.0 K= 8.20 20.6 37.2 S30 34.0 K= 8.20 25.0 41.0 S31 34.0 K= 8.20 23.8 40.0 S32 34.0 K= 8.20 21.9 38.3 S33 34.0 K= 8.20 20.8 37.4 S34 34.0 K= 8.20 24.8 40.8 S35 34.0 K= 8.20 23.6 39.8 S36 34.0 K= 8.20 21.7 38.2 S37 34.0 K= 8.20 20.6 37.2 S38 34.0 K= 8.20 25.0 41.0 S39 34.0 K= 8.20 23.8 40.0 S40 34.0 K= 8.20 21.9 38.3 S41 34.0 K= 8.20 20.8 37.4 S42 34.0 K= 8.20 22.1 38.5 S43 34.0 K= 8.20 20.6 37.2 S44 34.0 K= 8.20 17.8 34.6 S45 34.0 K= 8.20 16.5 33.3 S46 34.0 K= 8.20 14.1 30.8 S47 34.0 K= 8.20 21.9 38.3 S48 34.0 K= 8.20 18.8 35.6 S49 34.0 K= 8.20 17.4 34.2 S50 34.0 K= 8.20 16.6 33.5 S51 34.0 K= 8.20 22.1 38.6 S52 34.0 K= 8.20 20.6 37.2 S53 34.0 K= 8.20 17.8 34.6 S54 34.0 K= 8.20 16.6 33.4 S55 34.0 K= 8.20 14.1 30.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD AUX.SDF JOB TITLE: Emerald Moving & Storage Rack NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S56 34.0 K= 8.20 21.9 38.4 S57 34.0 K= 8.20 18.9 35.6 S58 34.0 K= 8.20 17.5 34.3 S59 34.0 K= 8.20 16.7 33.5 RACK 0.5 - - - - 56.2 100 1.0 56.0 101 2.0 55.6 101A 3.0 54.6 102 25.5 - 44.1 103 25.5 - 43.7 104 28.0 - - 40.5 105 12.2 - - - - 41.5 R1 12.2 K= 5.60 21.7 26.1 R2 12.2 K= 5.60 20.2 25.1 R3 12.2 K= 5.60 19.0 24.4 R4 12.2 K= 5.60 18.2 23.9 R5 12.2 K= 5.60 17.6 23.5 R6 12.2 K= 5.60 17.3 23.3 R7 12.2 K= 5.60 17.2 23.2 R8 12.2 K= 5.60 17.1 23.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD AUX.SDF JOB TITLE: Emerald Moving & Storage Rack PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 2396.6 10.400 PL 50.00 PF 1.3 CITY 0.0 SRCE 68.7 (N/A) 9.1 140 FTG TG PE 0.0 BP1 0.0 0.0 67.3 0.0 0.010 TL 138.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE BP1 0.0 0.0 67.3 0.0 5.0 psi, 2396.6 gpm BP2 0.0 0.0 62.3 0.0 Pipe: 3 2396.6 10.400 PL 100.00 PF 1.0 BP2 0.0 0.0 62.3 0.0 9.1 140 FTG ---- PE 0.0 UG1 0.0 0.0 61.4 0.0 0.010 TL 100.00 PV Pipe: 4 2396.6 10.400 PL 421.00 PF 4.9 UG1 0.0 0.0 61.4 0.0 9.1 140 FTG TG PE 0.0 UG2 0.0 0.0 56.5 0.0 0.010 TL 509.00 PV Pipe: 4A 2203.8 10.400 PL 109.00 PF 0.9 UG2 0.0 0.0 56.5 0.0 8.3 140 FTG ---- PE 0.0 UG3 0.0 0.0 55.6 0.0 0.008 TL 109.00 PV Pipe: 5 2203.8 10.400 PL 35.00 PF 1.2 UG3 0.0 0.0 55.6 0.0 8.3 140 FTG ET PE -0.2 BOR 0.5 0.0 54.1 0.0 0.008 TL 150.00 PV Pipe: 6 2203.8 10.374 PL 0.50 PF 0.0 BOR 0.5 0.0 54.1 0.0 8.4 120 FTG ---- PE -0.2 2 1.0 0.0 53.9 0.0 0.011 TL 0.50 PV Pipe: 7 2203.8 8.249 PL 29.50 PF 2.4 2 1.0 0.0 53.9 0.0 13.2 120 FTG GA PE -12.8 TOR 30.5 0.0 38.7 0.0 0.034 TL 71.50 PV Pipe: 8 2203.8 8.249 PL 1.50 PF 0.8 TOR 30.5 0.0 38.7 0.0 13.2 120 FTG E PE 0.0 5 30.5 0.0 37.9 0.0 0.034 TL 22.50 PV Pipe: 9 827.1 8.249 PL 20.50 PF 0.3 5 30.5 0.0 37.9 0.0 5.0 120 FTG T PE 0.0 6 30.5 0.0 37.6 0.0 0.006 TL 61.50 PV Pipe: 10 827.1 6.357 PL 154.00 PF 3.0 6 30.5 0.0 37.6 0.0 8.4 120 FTG ---- PE 0.0 7 30.5 0.0 34.6 0.0 0.020 TL 154.00 PV Pipe: 11 827.1 6.357 PL 80.50 PF 1.9 7 30.5 0.0 34.6 0.0 8.4 120 FTG E PE 0.0 8 30.5 0.0 32.6 0.0 0.020 TL 98.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD AUX.SDF JOB TITLE: Emerald Moving & Storage Rack PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 1376.7 8.249 PL 80.50 PF 1.1 5 30.5 0.0 37.9 0.0 8.3 120 FTG ---- PE 0.0 10 30.5 0.0 36.8 0.0 0.014 TL 80.50 PV Pipe: 13 1376.7 8.249 PL 20.50 PF 0.9 10 30.5 0.0 36.8 0.0 8.3 120 FTG T PE 0.0 11 30.5 0.0 35.9 0.0 0.014 TL 61.50 PV Pipe: 14 1376.7 6.357 PL 72.00 PF 3.6 11 30.5 0.0 35.9 0.0 13.9 120 FTG ---- PE 0.0 12 30.5 0.0 32.3 0.0 0.051 TL 72.00 PV Pipe: 15 1058.0 6.357 PL 10.00 PF 0.3 12 30.5 0.0 32.3 0.0 10.7 120 FTG ---- PE 0.0 13 30.5 0.0 32.0 0.0 0.031 TL 10.00 PV Pipe: 16 744.0 6.357 PL 10.00 PF 0.2 13 30.5 0.0 32.0 0.0 7.5 120 FTG ---- PE 0.0 14 30.5 0.0 31.8 0.0 0.016 TL 10.00 PV Pipe: 17 430.9 6.357 PL 10.00 PF 0.1 14 30.5 0.0 31.8 0.0 4.4 120 FTG ---- PE 0.0 15 30.5 0.0 31.7 0.0 0.006 TL 10.00 PV Pipe: 18 118.1 6.357 PL 10.00 PF 0.0 15 30.5 0.0 31.7 0.0 1.2 120 FTG ---- PE 0.0 16 30.5 0.0 31.7 0.0 0.001 TL 10.00 PV Pipe: 19 -194.7 6.357 PL 10.00 PF 0.0 16 30.5 0.0 31.7 0.0 2.0 120 FTG ---- PE 0.0 17 30.5 0.0 31.7 0.0 0.001 TL 10.00 PV Pipe: 20 -510.7 6.357 PL 10.00 PF 0.1 17 30.5 0.0 31.7 0.0 5.2 120 FTG ---- PE 0.0 18 30.5 0.0 31.8 0.0 0.008 TL 10.00 PV Pipe: 21 -827.1 6.357 PL 22.00 PF 0.8 18 30.5 0.0 31.8 0.0 8.4 120 FTG E PE 0.0 8 30.5 0.0 32.6 0.0 0.020 TL 40.00 PV Pipe: 22 318.7 2.469 PL 3.50 PF 5.2 12 30.5 0.0 32.3 0.0 21.4 120 FTG T PE -1.5 22 34.0 0.0 25.5 0.0 0.338 TL 15.50 PV Pipe: 23 314.0 3.068 PL 3.50 PF 2.1 13 30.5 0.0 32.0 0.0 13.6 120 FTG T PE -1.5 23 34.0 0.0 28.3 0.0 0.114 TL 18.50 PV Pipe: 24 313.1 3.068 PL 3.50 PF 2.1 14 30.5 0.0 31.8 0.0 13.6 120 FTG T PE -1.5 24 34.0 0.0 28.2 0.0 0.113 TL 18.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD AUX.SDF JOB TITLE: Emerald Moving & Storage Rack PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 312.8 3.068 PL 3.50 PF 2.1 15 30.5 0.0 31.7 0.0 13.6 120 FTG T PE -1.5 25 34.0 0.0 28.1 0.0 0.113 TL 18.50 PV Pipe: 26 312.8 3.068 PL 3.50 PF 2.1 16 30.5 0.0 31.7 0.0 13.6 120 FTG T PE -1.5 26 34.0 0.0 28.1 0.0 0.113 TL 18.50 PV Pipe: 27 316.0 2.469 PL 3.50 PF 5.1 17 30.5 0.0 31.7 0.0 21.2 120 FTG T PE -1.5 27 34.0 0.0 25.1 0.0 0.332 TL 15.50 PV Pipe: 28 316.4 2.469 PL 3.50 PF 5.2 18 30.5 0.0 31.8 0.0 21.2 120 FTG T PE -1.5 28 34.0 0.0 25.1 0.0 0.333 TL 15.50 PV Pipe: 29 175.8 2.067 PL 1.50 PF 3.1 22 34.0 0.0 25.5 0.0 16.8 120 FTG T PE 0.0 S1 34.0 8.2 22.4 38.9 0.267 TL 11.50 PV Pipe: 30 137.0 2.067 PL 9.00 PF 1.5 S1 34.0 8.2 22.4 38.9 13.1 120 FTG ---- PE 0.0 S2 34.0 8.2 20.9 37.5 0.168 TL 9.00 PV Pipe: 31 99.5 1.610 PL 9.00 PF 2.8 S2 34.0 8.2 20.9 37.5 15.7 120 FTG ---- PE 0.0 S3 34.0 8.2 18.1 34.9 0.314 TL 9.00 PV Pipe: 32 64.6 1.610 PL 9.00 PF 1.3 S3 34.0 8.2 18.1 34.9 10.2 120 FTG ---- PE 0.0 S4 34.0 8.2 16.8 33.6 0.141 TL 9.00 PV Pipe: 33 30.9 1.049 FL 9.00 PF 2.6 S4 34.0 8.2 16.8 33.6 11.5 120 FTG ---- PE 0.0 S5 34.0 8.2 14.2 30.9 0.291 TL 9.00 PV Pipe: 34 142.9 2.067 PL 8.00 PF 3.3 22 34.0 0.0 25.5 0.0 13.7 120 FTG T PE 0.0 S6 34.0 8.2 22.2 38.7 0.182 TL 18.00 PV Pipe: 35 104.2 1.610 PL 9.00 PF 3.1 S6 34.0 8.2 22.2 38.7 16.4 120 FTG ---- PE 0.0 S7 34.0 8.2 19.2 35.9 0.342 TL 9.00 PV Pipe: 36 68.3 1.610 PL 9.00 PF 1.4 S7 34.0 8.2 19.2 35.9 10.8 120 FTG ---- PE 0.0 S8 34.0 8.2 17.8 34.6 0.157 TL 9.00 PV Pipe: 37 33.8 1.380 PL 9.00 PF 0.8 S8 34.0 8.2 17.8 34.6 7.2 120 FTG --- PE 0.0 S9 34.0 8.2 16.9 33.8 0.090 TL 9.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD AUX.SDF JOB TITLE: Emerald Moving & Storage Rack PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 38 156.7 2.067 PL 5.50 PF 3.3 23 34.0 0.0 28.3 0.0 15.0 120 FTG T PE 0.0 S10 34.0 8.2 25.0 41.0 0.216 TL 15.50 PV Pipe: 39 115.7 2.067 PL 10.00 PF 1.2 S10 34.0 8.2 25.0 41.0 11.1 120 FTG ---- PE 0.0 Sil 34.0 8.2 23.8 40.0. 0.123 TL 10.00 PV Pipe: 40 75.7 1.610 PL 10.00 PF 1.9 Sil 34.0 8.2 23.8 40.0 11.9 120 FTG ---- PE 0.0 S12 34.0 8.2 21.9 38.3 0.190 TL 10.00 PV Pipe: 41 37.4 1.380 PL 10.00 PF 1.1 S12 34.0 8.2 21.9 38.3 8.0 120 FTG ---- PE 0.0 S13 34.0 8.2 20.8 37.4 0.109 TL 10.00 PV Pipe: 42 157.3 2.067 PL 4.50 PF 3.1 23 34.0 0.0 28.3 0.0 15.0 120 FTG T PE 0.0 S14 34.0 8.2 25.2 41.2 0.217 TL 14.50 PV Pipe: 43 116.1 2.067 PL 10.00 PF 1.2 S14 34.0 8.2 25.2 41.2 11.1 120 FTG ---- PE 0.0 S15 34.0 8.2 23.9 40.1 0.124 TL 10.00 PV Pipe: 44 76.0 1.610 PL 10.00 PF 1.9 S15 34.0 8.2 23.9 40.1 12.0 120 FTG ---- PE 0.0 S16 34.0 8.2 22.0 38.5 0.191 TL 10.00 PV Pipe: 45 37.5 1.380 PL 10.00 PF 1.1 S16 34.0 8.2 22.0 38.5 8.0 120 FTG ---- PE 0.0 S17 34.0 8.2 20.9 37.5 0.110 TL 10.00 PV Pipe: 46 156.3 2.067 PL 5.50 PF 3.3 24 34.0 0.0 28.2 0.0 14.9 120 FTG T PE 0.0 S18 34.0 8.2 24.9 40.9 0.215 TL 15.50 PV Pipe: 47 115.4 2.067 PL 10.00 PF 1.2 S18 34.0 8.2 24.9 40.9 11.0 120 FTG ---- PE 0.0 S19 34.0 8.2 23.6 39.9 0.122 TL 10.00 PV Pipe: 48 75.5 1.610 PL 10.00 PF 1.9 S19 34.0 8.2 23.6 39.9 11.9 120 FTG ---- PE 0.0 S20 34.0 8.2 21.7 38.2 0.189 TL 10.00 PV Pipe: 49 37.3 1.380 PL 10.00 PF 1.1 S20 34.0 8.2 21.7 38.2 8.0 120 FTG ---- PE 0.0 S21 34.0 8.2 20.7 37.3 0.108 TL 10.00 PV Pipe: 50 156.9 2.067 PL 4.50 PF 3.1 24 34.0 0.0 28.2 0.0 15.0 120 FTG T PE 0.0 S22 34.0 8.2 25.0 41.0 0.216 TL 14.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD AUX.SDF JOB TITLE: Emerald Moving & Storage Rack PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 51 115.8 2.067 PL 10.00 PF 1.2 S22 34.0 8.2 25.0 41.0 11.1 120 FTG ---- PE 0.0 S23 34.0 8.2 23.8 40.0 0.123 TL 10.00 PV Pipe: 52 75.8 1.610 PL 10.00 PF 1.9 S23 34.0 8.2 23.8 40.0 11.9 120 FTG ---- PE 0.0 S24 34.0 8.2 21.9 38.4 0.190 TL 10.00 PV Pipe: 53 37.4 1.380 PL 10.00 PF 1.1 S24 34.0 8.2 21.9 38.4 8.0 120 FTG ---- PE 0.0 S25 34.0 8.2 20.8 37.4 0.109 TL 10.00 PV Pipe: 54 156.1 2.067 PL 5.50 PF 3.3 25 34.0 0.0 28.1 0.0 14.9 120 FTG T PE 0.0 S26 34.0 8.2 24.8 40.8 0.214 TL 15.50 PV Pipe: 55 115.3 2.067 PL 10.00 PF 1.2 S26 34.0 8.2 24.8 40.8 11.0 120 FTG ---- PE 0.0 S27 34.0 8.2 23.6 39.8 0.122 TL 10.00 PV Pipe: 56 75.4 1.610 PL 10.00 PF 1.9 S27 34.0 8.2 23.6 39.8 11.9 120 FTG ---- PE 0.0 S28 34.0 8.2 21.7 38.2 0.188 TL 10.00 PV Pipe: 57 37.2 1.380 PL 10.00 PF 1.1 S28 34.0 8.2 21.7 38.2 8.0 120 FTG ---- PE 0.0 S29 34.0 8.2 20.6 37.2 0.108 TL 10.00 PV Pipe: 58 156.7 2.067 PL 4.50 PF 25 34.0 0.0 28.1 0.0 15.0 120 FTG T PE S30 34.0 8.2 25.0 41.0 0.216 TL 14.50 PV 3.1 0.0 Pipe: 59 115.7 2.067 PL 10.00 PF 1.2 S30 34.0 8.2 25.0 41.0 11.1 120 FTG ---- PE 0.0 S31 34.0 8.2 23.8 40.0 0.123 TL 10.00 PV Pipe: 60 75.7 1.610 PL 10.00 PF 1.9 S31 34.0 8.2 23.8 40.0 11.9 120 FTG ---- PE 0.0 S32 34..0 8.2 21.9 38.3 0.190 TL 10.00 PV Pipe: 61 37.4 1.380 PL 10.00 PF 1.1 S32 34.0 8.2 21.9 38.3 8.0 120 FTG ---- PE 0.0 S33 34.0 8.2 20.8 37.4 0.109 TL 10.00 PV Pipe: 62 156.1 2.067 PL 5.50 PF 3.3 26 34.0 0.0 28.1 0.0 14.9 120 FTG T PE 0.0 S34 34.0 8.2 24.8 40.8 0.214 TL 15.50 PV Pipe: 63 115.2 2.067 PL 10.00 PF 1.2 S34 34.0 8.2 24.8 40.8 11.0 120 FTG ---- PE 0.0 S35 34.0 8.2 23.6 39.8 0.122 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD AUX.SDF JOB TITLE: Emerald Moving & Storage Rack PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 64 75.4 1.610 PL 10.00 PF 1.9 S35 34.0 8.2 23.6 39.8 11.9 120 FTG ---- PE 0.0 S36 34.0 8.2 21.7 38.2 0.188 TL 10.00 PV Pipe: 65 37.2 1.380 PL 10.00 PF 1.1 S36 34.0 8.2 21.7 38.2 8.0 120 FTG ---- PE 0.0 S37 34.0 8.2 20.6 37.2 0.108 TL 10.00 PV Pipe: 66 156.7 2.067 PL 4.50 PF 3.1 26 34.0 0.0 28.1 0.0 15.0 120 FTG T PE 0.0 S38 34.0 8.2 25.0 41.0 0.216 TL 14.50 PV Pipe: 67 115.7 2.067 PL 10.00 PF 1.2 S38 34.0 8.2 25.0 41.0 11.1 120 FTG ---- PE 0.0 S39 34.0 8.2 23.8 40.0 0.123 TL 10.00 PV Pipe: 68 75.7 1.610 PL 10.00 PF 1.9 S39 34.0 8.2 23.8 40.0 11.9 120 FTG ---- PE 0.0 S40 34.0 8.2 21.9 38.3 0.190 TL 10.00 PV Pipe: 69 37.4 1.380 PL 10.00 PF 1.1 S40 34.0 8.2 21.9 38.3 8.0 120 FTG ---- PE 0.0 S41 34.0 8.2 20.8 37.4 0.109 TL 10.00 PV Pipe: 70 174.4 2.067 PL 1.50 PF 3.0 27 34.0 0.0 25.1 0.0 16.7 120 FTG T PE 0.0 S42 34.0 8.2 22.1 38.5 0.263 TL 11.50 PV Pipe: 71 135.9 2.067 PL 9.00 PF 1.5 S42 34.0 8.2 22.1 38.5 13.0 120 FTG ---- PE 0.0 S43 34.0 8.2 20.6 37.2 0.166 TL 9.00 PV Pipe: 72 98.7 1.610 PL 9.00 PF 2.8 S43 34.0 8.2 20.6 37.2 15.6 120 FTG ---- PE 0.0 S44 34.0 8.2 17.8 34.6 0.309 TL 9.00 PV Pipe: 73 64.1 1.610 PL 9.00 PF 1.3 S44 34.0 8.2 17.8 34.6 10.1 120 FTG ---- PE 0.0 S45 34.0 8.2 16.5 33.3 0.139 TL 9.00 PV Pipe: 74 30.8 1.049 PL 8.50 PF 2.5 S45 34.0 8.2 16.5 33.3 11.4 120 FTG ---- PE 0.0 S46 34.0 8.2 14.1 30.8 0.289 TL 8.50 PV Pipe: 75 141.6 2.067 PL 8.00 PF 3.2 27 34.0 0.0 25.1 0.0 13.5 120 FTG T PE 0.0 S47 34.0 8.2 21.9 38.3 0.179 TL 18.00 PV Pipe: 76 103.3 1.610 PL 9.00 PF 3.0 S47 34.0 8.2 21.9 38.3 16.3 120 FTG ---- PE 0.0 S48 34.0 8.2 18.8 35.6 0.337 TL 9.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK+ OVERHEAD AUX.SDF JOB TITLE: Emerald Moving & Storage Rack PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 77 67.7 1.610 PL 9.00 PF 1.4 S48 34.0 8.2 18.8 35.6 10.7 120 FTG ---- PE 0.0 S49 34.0 8.2 17.4 34.2 0.154 TL 9.00 PV Pipe: 78 33.5 1.380 PL 9.00 PF 0.8 S49 34.0 8.2 17.4 34.2 7.2 120 FTG ---- PE 0.0 S50 34.0 8.2 16.6 33.5 0.089 TL 9.00 PV Pipe: 79 174.6 2.067 PL 1.50 PF 3.0 28 34.0 0.0 25.1 0.0 16.7 120 FTG T PE 0.0 S51 34.0 8.2 22.1 38.6 0.263 TL 11.50 PV Pipe: 80 136.0 2.067 PL 9.00 PF 1.5 S51 34.0 8.2 22.1 38.6 13.0 120 FTG ---- PE 0.0 S52 34.0 8.2 20.6 37.2 0.166 TL 9.00 PV Pipe: 81 98.8 1.610 PL 9.00 PF 2.8 S52 34.0 8.2 20.6 37.2 15.6 120 FTG ---- PE 0.0 S53 34.0 8.2 17.8 34.6 0.310 TL 9.00 PV Pipe: 82 64.2 1.610 PL 9.00 PF 1.3 S53 34.0 8.2 17.8 34.6 10.1 120 FTG ---- PE 0.0 S54 34.0 8.2 16.6 33.4 0.140 TL 9.00 PV Pipe: 83 30.8 1.049 PL 8.50 PF 2.5 S54 34.0 8.2 16.6 33.4 11.4 120 FTG ---- PE 0.0 S55 34.0 8.2 14.1 30.8 0.289 TL 8.50 PV Pipe: 84 141.8 2.067 PL 8.00 PF 3.2 28 34.0 0.0 25.1 0.0 13.6 120 FTG T PE 0.0 S56 34.0 8.2 21.9 38.4 0.179 TL 18.00 PV Pipe: 85 103.4 1.610 PL 9.00 PF 3.0 S56 34.0 8.2 21.9 38.4 16.3 120 FTG ---- PE 0.0 S57 34.0 8.2 18.9 35.6 0.338 TL 9.00 PV Pipe: 86 67.8 1.610 PL 9.00 PF 1.4 S57 34.0 8.2 18.9 35.6 10.7 120 FTG ---- PE 0.0 S58 34.0 8.2 17.5 34.3 0.155 TL 9.00 PV Pipe: 87 33.5 1.380 PL 9.00 PF 0.8 S58 34.0 8.2 17.5 34.3 7.2 120 FTG ---- PE 0.0 S59 34.0 8.2 16.7 33.5 0.089 TL 9.00 PV Pipe: 88 192.7 10.400 PL 35.00 PF 0.0 UG2 0.0 0.0 56.5 0.0 0.7 140 FTG ET PE -0.2 RACK 0.5 0.0 56.2 0.0 0.000 TL 150.00 PV Pipe: 88A 192.7 10.374 PL 0.50 PF 0.0 RACK 0.5 0.0 56.2 0.0 0.7 120 FTG ---- PE -0.2 100 1.0 0.0 56.0 0.0 0.000 TL 0.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD AUX.SDF JOB TITLE: Emerald Moving & Storage Rack PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 89 192.7 8.249 PL 1.00 PF 0.0 100 1.0 0.0 56.0 0.0 1.2 120 FTG ---- PE -0.4 101 2.0 0.0 55.6 0.0 0.000 TL 1.00 PV Pipe: 90 192.7 4.260 PL 5.75 PF 0.5 101 2.0 0.0 55.6 0.0 4.3 120 FTG 2ET PE -0.4 101A 3.0 0.0 54.6 0.0 0.009 TL 57.75 PV Pipe: 90A 192.7 4.260 PL 22.50 PF 0.7 101A 3.0 0.0 54.6 0.0 4.3 120 FTG TGA PE -9.7 102 25.5 0.0 44.1 0.0 0.009 TL 77.50 PV Pipe: 90B 192.7 4.260 PL 39.00 PF 0.5 102 25.5 0.0 44.1 0.0 4.3 120 FTG E PE 0.0 103 25.5 0.0 43.7 0.0 0.009 TL 52.00 PV Pipe: 91 192.7 4.260 PL 179.25 PF 2.0 103 25.5 0.0 43.7 0.0 4.3 120 FTG ET PE -1.1 104 28.0 0.0 40.5 0.0 0.009 TL 218.25 PV Pipe: 92 192.7 2.635 PL 27.75 PF 5.9 104 28.0 0.0 40.5 0.0 11.3 120 FTG 2ET PE 6.8 105 12.2 0.0 41.5 0.0 0.097 TL 60.75 PV Pipe: 92A 192.7 2.157 PL 64.83 PF 19.7 105 12.2 0.0 41.5 0.0 16.9 120 FTG T PE 0.0 R1 12.2 5.6 21.7 26.1 0.257 TL 76.83 PV Pipe: 94 166.6 2.157 PL 8.00 PF 1.6 R1 12.2 5.6 21.7 26.1 14.6 120 FTG ---- PE 0.0 R2 12.2 5.6 20.2 25.1 0.196 TL 8.00 PV Pipe: 95 141.5 2.157 PL 8.00 PF 1.2 R2 12.2 5.6 20.2 25.1 12.4 120 FTG ---- PE 0.0 R3 12.2 5.6 19.0 24.4 0.145 TL 8.00 PV Pipe: 96 117.1 2.157 PL 8.00 PF 0.8 R3 12.2 5.6 19.0 24.4 10.3 120 FTG ---- PE 0.0 R4 12.2 5.6 18.2 23.9 0.102 TL 8.00 PV Pipe: 97 93.2 2.157 PL 8.00 PF 0.5 R4 12.2 5.6 18.2 23.9 8.2 120 FTG ---- PE 0.0 R5 12.2 5.6 17.6 23.5 0.067 TL 8.00 PV Pipe: 98 69.7 2.157 PL 8.00 PF 0.3 R5 12.2 5.6 17.6 23.5 6.1 120 FTG ---- PE 0.0 R6 12.2 5.6 17.3 23.3 0.039 TL 8.00 PV Pipe: 99 46.4 2.157 PL 8.00 PF 0.1 R6 12.2 5.6 17.3 23.3 4.1 120 FTG ---- PE 0.0 R7 12.2 5.6 17.2 23.2 0.018 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD AUX.SDF JOB TITLE: Emerald Moving & Storage Rack PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 100 23.2 2.157 PL 8.00 PF 0.0 R7 12.2 5.6 17.2 23.2 2.0 120 FTG ---- PE 0.0 R8 12.2 5.6 17.1 23.2 0.005 TL 8.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.1 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.102 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.4 ft/sec at pipe 22. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 10.374 26.00 59.00 19.00 65.00 23.00 6.00 44.00 44.00 59.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD AUX.SDF JOB TITLE: Emerald Moving & Storage Rack PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 SPRINKLER SYST M HYDRAULIC ANALYSIS Page 15 DATE: 12/23/2010 T:\HASS\JOHNI\EMERALD MOVING RACK + OVERHEAD AUX.SDF JOB TITLE: Emerald Moving & Storage Rack WATER SUPPLY ANALYSIS i Flow: 1500.0 gpm psi Resid: 120 01 • b 34 0 W 1/40 1/40 U U r•1 • • G) • • to S4 to '0 u) Co v)o Q. N W N a N 0 N a @) 4 ) v) 0 W •1 W E .i N •O v) 0 W o.4 a4) a0 co �" rl N •rl N 0 >1 C7 ITS r) a'o m m W D v • W co• aFCmczkc) PC W - N O O O O N d' Q' r1 O 0 lfD N c7 4 0 CD 41 0 a 43 m cn rX W -- a m •.-1 O co N O O 0 0 0 N O - 0 0 O - 0 O — 01 O — 0 a ELI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 12/23/2010 T:\HASS\JOHND\EMERALD MOVING RACK + OVERHEAD AUX.SDF JOB TITLE: Emerald Moving & Storage Rack WATER SUPPLY CURVE 144+ 1 *\\ 132+ \\ \\ 1 \\ \\ 120+ * <-120 0 psi @ 1500 gpm 1 Flow Test Point 1 108+ 1 1 P 96+ R I E 1 S I S 84+ 0 U 1 R 1 E 1 72+ ( I X P I S 1 I 60+ ) 48+ 1 36+ 1 24+ LEGEND X = Required Water Supply 68.67 psi @ 2896.6 gpm 0 = Available Water Supply 84.32 psi @ 2896.6 gpm TT tt W1 0++-+---+----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) d 1 CONFIDENTIAL A VS. 00 FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B CDE F Form: 1/22/01 G NI& WASH I N GTCINALARM DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) _ TOTAL STANDBY CURRENT (CxDI ALARM CURRENT (AMPS) TOTAL ALARM CURRENT (CxFI Segale Building 761 CONTROL PANEL AND MODULES 2 0.014 0 0.068 0 AES Radio transmitter 7750-F 1 0.175 0.175 0.8 0.8 0 0 0 0 0 0 0 0 0 Battery 12 VOLTS NP7-12 1 0 0 0 0 0 0 0 0 0 0 0 0 INITIATING DEVICES HVAC Smoke Detectors 2 0.014 0.028 0.068 0.136 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES None from this transmitter 0 0 0 0 0 0 0 0 0 0 0 , 0 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.203 24 , 4.872 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 0.936 0.083 0.078 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED I 4.872 11 0.077688 [ 4.950 1.3 [ 6.435 1 7AH (H) SCOPE OF WORK Segale Building 771 Tenant Improvement for: 18325 Segale PK Dr B Tukwila, WA 98188 1. Installation of a new addressable fire control panel 2. Installation of a new smoke detector above the FACP 3. Addition of eight addressable modules for each existing initiating device The building in fully sprinkled The new fire control panel will transmit thru the existing AES radio transmitter on site. Washington Alarm will provide the following: Runner service, annual inspections, maintenance and monitoring Washington Alarm, Inc Ryan Aal Customer Service Rep. 1253 S Jackson St Seattle, WA 98144 206-436-5344 raal@washingtonalarm.com u KWIl.A FIRE DEPART mon Please call: 575.4402 and give this job No. 1 - F o o L1 and exact address for shun ti,,Nn or restoration approval. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the tPr}ir g, it%Ci177 O( Without Comments As Noted in Red o Per The Attached Letter These plans have been reviewed by The Tukwila Fire prevention Bureau for conformance current City standards. Acceptance= is subjer r ,::rrors and }missions which or, not ,; izoonzt, Jio?-tions of adopted 73ndards and orrl=r.;nct _ Ft 'e po;=sibn icy for the ,dequacy of desk: r _s':s tocaliv WTI ; : esigner. Additions, oeletiore v,sion5 to these: drawings after this date will void thi< acceptance 30c1 weviii require a resubmittal of revised drawings for subsequent approval. Final acceptance is sub`ect to field test and inspection by The Tukwila Fire Prevention Bureau. Date: - ' / ( By: S / ".lhs-kik bregk , 1►4�,de Ll4w, pY, dPdiLit�A ! A- Livtvf�'b►hq�v • — T i/L+do+s. 44v Lee. r esgvE ►sk �,b�• FAG (o. ham} 4Ire4J./ 010xa/ reelgc-e_ Ke7' wf /mho j `11 —1(154A re kik. t- . lr . r) .'s ; 4 d w} -def -- a o,rt .90 m OFFICE OFFICE 1 0 11/4 :�-- — 11h _NH OFFICE ltH CO -1 9 WAREHOUSE OFFICE 1/2 2 2 J WAREHOUSE PARTIAL FLOOR PLAN —i: OFFICE 2 SCOPE OF WORK 1. ADD HEADS FOR NEW STAIRS. SCALE! 1/8'=1'-0' 2 c 2—e GEN AL NOTES ACCEPTED EXIS Without Comments As Noted In Red [] Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions K these drawings after this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: Y//6/0% By: ,.2003 MapOuetcom. Inc,: 02003 Naviaatbn Teohnoboi,a VICINTIY MAP EXISTING FIRE SPRINKLER LINES. ING SPRINKLERS AT CEILING. FIL FEB 13 � ��� 4'100 WKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 0,f— -(c.93/ and exact address for shut down or restoration approval. L v HANGER LEGEND ni'T'y.5f,1 Docc1,— 7/(i 7/a/ E EYELET SPRINKLER HEADS USED SYM MAKE, ORIFICE SIZE, TYPE 8 FINISH TEMP QTY 0 RELIABLE F1FR SSU 1h 1h BRONZE 155 2 REVISIONS MK DATE BY CONTRACT WITH: A -AMERICA FURNITURE SEATTLE, WA 98138 CONTRACT NAME: A -AMERICA STAIRS 18325 SEGALE PARK DR. B TUKWILA, WA 98188 SHAWN ROSS 1-800-253-3011 EXT. 158 PATRIFP099CF ATRIOT 2707 70th AVENUE E. .gc TACOMA, WA 98424 253 926-2290 FIRE PROTECTION FAX (253) 922-6150 DESIGNER DATE JOB NUMBER JOHN DACCA 2-13-04 12-7639 9 -ie riu 329 GRINNELL F'PROTECTION SYSTEMS "1106 54th Avenue East TACOMA, WASHINGTON 98424-2733 GRINN-FP-137LE (206) 922-6644 FAX (206) 922-3118 TO C/zy OF T 4 uJtL .A 1325 'e-G1.� LETTER @IF nikIMG/ ad 44 4- Aucovet_ P,1 -QJ W, 77.1K14/1L-.4/ 14,4 986x8 > WE ARE SENDING YOU .1111 Attached 0 Under separate cover via • Shop drawings ❑ Copy of letter O Prints O Change order DATE JOB NO. c41-1'?173Z-A9 ATTENTION PL-AIJ QEvtEw RE: G Ent F AI the following items: ❑ Plans 0 Samples 0 Specifications 0 COPIES DATE NO. DESCRIPTION 4- li-3-9O Sr_(pp DeAw►NcS Api) a tie- i/c-19-Z Oe--"Ve--7C )6 47 "i) p(s c/-,cV AO TL THESE ARE TRANSMITTED as checked below: For approval 0 Approved as submitted 0 Resubmit copies for approval ❑ For your use 0 Approved as noted 0 Submit copies for distribution > ❑ As requested 0 Returned for corrections IR Return 3 corrected prints ❑ For review and comment 0 ❑ FOR BIDS DUE .4 REMARKS 19 0 PRINTS RETURNED AFTER LOAN TO US TUKWILA FIRE UEPARTMF Please calf 575.4407 nd 7ive this job . a ares for *Iiku l r.toraticktk avoreplit COPY TO SIGNED: If enalnsures are not as noted_ kindly notify us at once_ CLOSET e 1. SCOPE OF WORK : ADO 1. HEAD TO ExIST1 -JC CLOSET, TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job and exact address for shut- down or restoration approval. 7I� qo wyeas Ilaiiims ACCEPTED WITHOUT COMMENTS. ❑ AS NuTED IN REO ❑ PER THE ATTAC: ED LETTER The drawings affixed hereto have been revic'ved and accepted by the City of Tuk,vil3 Fire Dept. Ai_iitions, deletions or re 1i ions to hese it yvings after this Gate will thi.; a:��t.n :� and will require a resua:;iittal of revised drawings. Final acceptance is subject to field- ins,,ec'D ay a re;.resentative of this d e,_ i` cnt DATE: 1-2--7-9C1BY: -� CITY OF TL1,WILA 3 5/5-440/ S> REVISIONS MK DATE BY A A PROJECT NAME: GENERAL MEDICAL 1832.5 SEGALE P$.. DRIVE. B TUKWILA, WASHINGTON GRINNELL IIOCo 54 741 AVE. E. TACOMA, WA, 98424- 92.2.- GCo 4-4- I I PAUL DOZE It- 3 - 50 04 I -131732-A9 DESIGNER DATE JOB NUMBER SCOPE OF WORK Segale Building 771 Tenant Improvement for: 18325 Segale PK Dr B Tukwila, WA 98188 1. Connecting two new contractor installed and maintained HVAC smoke detectors to an AES radio transmitter. The building in fully sprinkled Each HVAC smoke would send an individual signal to the Central Station. Washington Alarm will provide the following: Runner service, annual inspections, maintenance and monitoring Washington Alarm, Inc Ryan Aal Customer Service Rep. 1253 S Jackson St Seattle, WA 98144 206-436-5344 raal@washingtonalarm.com P/ ACCEPTED ❑ Without Comments l- As Noted in Red ❑ Per The Attached Letter ►' ese plans have been reviewed by The Tukwila Fire 3vention Bureau for conformance with current City ndards. Acceptance is subject to errors and ,ssions which do not authorize violations of adopted ?dards and ordinances, The responsibility for the ,equacy of design rests totally with the designer. 'citions, deletions or revisions to these drawings after is Date d+.►iil void this acceptance and will require a ubmittai of revised drawings for subsequent approval. -'nal acceptance is subject to field test and Inspection by ne Tukwila Fire Prevention Bureau. ate: - /U By: 57 1-h 3 Ii D.'s i4 01,vvt def. 4Sw'e Ce;h,►,5 • ^ V i'v r c./ !excl.! cps Kot i k.-6,- / FS C P. D.dt4- d44s 40 4c rt:c- 4ast4 C-fK- . PAID DEC 21 2010 TUKWILA FIRE "C" PERLIN MINIMUM THICKNESS .036"-20ga MAX THICKNESS 3/16" SAMMY SIDEWINDER MODEL SWDR 516 3/8" ALL THREAD ROD HANGER RING TOLCO FIG. 200 SAMMY SIDEWINDER HANGER TYPE SW NTS ACC.. Wittllour Comments As Neo n Re Pe! .- ' :ached Letter These plans ha , rye»ention Bur idards. i{�,c.C",..;..- - FissfonS �,A is . 5ndards and :moi rl hcv �1 .;dit:ons. this da"c , resubml , ._<2 -wed 11 The Tukwila Fire vv t ; current City ,•., errors and ,o ?ions of adopted For the designer. nrawirgs after rl+ r -Quire a ,,iequ nt approval. Final acceptance *,.:,; : -°=t and inspection by The Tukwila Fire Pre efidon BU -eau. Date: C --(3 -I -) 8y: .f l TUMILA. FIRE DEPARTMENT Please `I 205-575-4107 and give. this Fie Puma: No. / -0 3 and :tact zddr s for shut- down or rz 4 Leri approval. 2% FINISHED FLOOR EXSISTING 211 .* REPLACE EXSISTING 2W DRAIN ELL WI 2W GROOVED TEE EMERALD CITY MOVING T.I. -SECTION "A" SCALE: 114" = 1'-0" 1" AUXILIARY DRAIN 5-0 NEW WALL STORAGE 9-4% 5-0 0 r, 9-4% EXSISTING STORAGE EMERALD CITY MOVING T.I. -PIPING PLAN SCALE: 1/8" = 1'-0" SCOPE OF WORK: ADD 4 SPRINKLERS AS REQUIRED FOR NEW WALLS AND CEILINGS. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED. 2. PIPING DIMENSIONS ARE CUT LENGTH. 3. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13 (2013). 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13 (2013). 5. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA #13 (2013). 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 8. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. DESIGN NOTES: 1. DESIGN AND SPRINKLER SPACING TO BE PER NFPA #13 (ORDINARY HAZARD GROUP 2). 2. PLAN SUBMITTAL TO AND APPROVAL BY THE CITY OF TUKWILA. 3. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY FSI. 4. TESTING PER NFPA#13 AND THE CITY OF TUKWILA. FIELD NOTES: - 1. ALL NEW PIPING TO BE BLACK, SCHEDULE 40 WITH BLACK, DUCTILE IRON THREADED FITTINGS, OR BLACK, DYNA FLOW, WITH VICTAULIC GROOVED FITTINGS. 2. SPRINKLERS IN ACT TYPE CEILINGS TO BE INSTALLED ON 1" X1z" X 48" FLEXHEADS. 3. ARMOVERS LONGER THAN 2'-0" SHALL HAVE A HANGER. 4. TYPICAL HANGER TO BE A HILTI KWIK HUS -EZ (UNLESS NOTED OTHERWISE). 5. MAX SQ FT PER SPRINKLER = 130 SQ FT. AREA OF WORK KEY PLAN SCALE: NTS VICINITY MAP SCALE: NTS PAID MAY 23 2017 TUKWILA FIRE 2 - zV WA CL# FIRESI.988RJ 1524 45th Street East, Suite 102 Sumner, WA 98390 (253) 826-0099 www firesprinklersinc.com DRAWN BY: J. HENSLEY REVIEWED BY:: MPM DATE: 5/23/17 SCALE: AS NOTED AHJ: CITY OF TUKWILA REVISIONS: REV# DATE BY DESCRIPTION s 011.0d 0,411/011 LI LZ•S rt1886,.IS38IJ peleJodio3u1 slalsluudS 0J! C Iena1 0-3(.90-£ .9tr Aa3101A: Vied IaRysi{ty swals�s liS7li us s s 1;401l3a3.011d 9Nlloi AMUILVI.1wO3 ;11O aiVOId1,l Mia M.LV.ILs NOl$N1HsVM a SPRINKLER LEGEND U w D_ 2 1n -2 LL ce m 0 1 -- - 1— H u_ u_ to w D n 0) a 0) w re cc Q z 0) 0 0 MANUFACTURER 0 Z 2 2 • TOTAL THIS SHEET = . TUKWILA, WA 98188 CONTRACT WITH: PATTISON CONSTRUCTION KEVIN HUDDLESTON - GC - (206) 423-4611 HANGER LEGEND: SD SAMMY SIDEWINDER (SWDR 516) DRAWING SYMBOLS: - FLEXIBLE GROOVED COUPLING r4Frm - RIGID GROOVED COUPLING mrAm - PIPE HANGER (SEE CHART) f SEISMIC BRACE O A.1 - WELDED PIPE TAG #1 - BRANCHLINE NUMBER 9-0 PIPE SIZE & LENGTH CUT * 10'-10' FF - ELEVATION DATUM - HYDRAULIC NODE * 0'-10' TS - CENTERLINE OF PIPE TO DECK JOB NUMBER: 4150 SHEET NUMBER: FP1of1 -ri_- _c_cp (3: I; : ...6 = cn -21 .= cry �- �;-:1:11.- z C7O :: s viC� c,wowa4-0c c>- _ 2fx1 -C Qc 0 `-- 13 N 31 7:3 U � to 133- ) ^- Lgsa _� � Q- � ¢ y RU) CA Q _ �" W trJ U ++ u) - O a) °Q1 ti) CO 0�::+- C s -2- -0 0 a n , W a > COC � � O -cs O _ a4 _ U O 00 '` O c6 .5Z5 _ ---i_ _a 9 a)as to:3 -c6N� jt a,y-+ a C 0 • - _I-�a,aa..c60 Li �F-a-ai �.� Lod -- E NIT Ta sc. .Lr - G STANDARD HANGERS (Circle hanger(s) to be used/ ,1w 3C 4C SW 5C 5S L-rtlTt41E4 V 4004 6 [OaC4 SC4te 400 Pot Roe -a,.) r,3IC�(I 44CM04 '0R1LLEO, 000 COuh14G +--ALL fMA(10 a00 ••r€ 414;. -fri`E NEA t .. i .� A , ; 4(• V 1 1t 44.0(!4 17J3 cl 6'"--A,L 1M4t40 400 MPt 4.'G 4 ASTE4E4 6W 1 sw04T S4•40 Y414G L04040 1:==a- TOGGIE uPT Or• .Ia•4G Pt44! 7 t Art 4140 MEE 10 _ - PIAT •44/44 r - - _ q( a L ---Y --J 9S. All 6(4(40 400 M►( Alai TOP SEAS c cur --•LL 1414(110 ._ 400 - - Pin 4146 11W TTS ceQere) CFil14G I s 'u4GE •STEr(4 -nr( 411410 P •STt00 •Typ__ _- --� i�-1stor4044 � -- 14AP(ZE 4144. CM1144(L MP/ Ott •401.111100 12S 13S 14S 14W 14C S8-1 6...-- -.- All 1414E•0 400 ..- MP( 4140 4''"'";) - 40P EE •S C l u•P ---'(4040(0 4.1001 f -P•STt4E• t 4F .1 ,I' / 6 1141 •00 - PIP( 4146 3. 1'. 3' 1' 3' r 3' r 3' r �r 3' I' 3' 1' p r r, —..� r r -- r -.ert .-rr a DHoS Ta rr 4 4 r t IMPORTANT 4 0 C a -44-rr --.'� rt 0 CCltr41 FROT ECTCRS TY?. 4 .A -44-rr 0 3' r CIF ICE �RER e A.00 14cse., -i. s1 -I- rr-..4-rr L. G r - -1 • . o 1 /. \fes RAC -1c` , rr PFLIET RFU LAYCUT ELS •/%1' y1 r • J SPg/Nf; GER /kwrFrGgTiON �r .eLDG 7Z- 1,g9Gfe ./.47,0 2 te'S AcG Po/,/5 A,ec k/�,�v 25' m' ,er7,'L r posoeeve ,44 4-i /$oma/ ( 75;/00 w -.!.rr In localities subject to freezing conditions, it is the owner's response batty to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems This drawing and the information and design application herein contained is the property of Grinnell Fire Protection Systems Com parry. Inc. and/or its subsidiaries and is loaned upon the express conditions that the same be returned to GFPS upon request. all information herein contained shall be treated as secret and confidential no reproduction of this drawing or any part thereof shall be made without the written consent of GFPS. 2 CONTRACT RESPONSIBILITI S ITEM GFPS OTHERS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVATION BACKFILL WIRING PAINTING SPECIAL REQUIREMENTS O DOMESTIC PPE O SCHEDULE 40 O SCHEDULE 80 O F. M. MATERIAL O GALVANIZED PIPE O GALVANIZED FITTINGS O GALVANIZED MATERIALS O SPECIAL FITTINGS FOREMAN NOTE ANY DESIGN CHANGES OR ADDITIONAL MATERIAL REQUIRED FOR THIS PROJECT MUST BE CLEARED AND ORDERED THRU THE ENGINEERING DEPT. CONTACT: PHONE: 5 SPRINKLERS l 1 TOTAL THIS SHEET 41 j1' Hydraulic Reference Point Line Designation 5. of Pipe Below Bottom of Deck CL of Pipe Above Ref Plane A Main Designation -f. Earthquake Bracing. 2 & 4 Way -r•-- Hanger IM- Union —4 Screwed Cap —4 Grooved Cap —4 Screwed Plug y. o.-1.. Elevation Change in Pipe (not thru Noor) • SYMBOLS -flo- Gate Velve - NR.S. (GV) -AC-DACH OS & Y Gate Valve (OS 8 V) Flow Switch (F5) 3 Monitor Switch sir Butterfly Valve Alarm Valve (ALVI * au. Eeectrlc Bert tem water Motor Gong (WMG) -pt Wafer Check Valve - 4- Swing Check Valve 0 System eiVus Fire Not. Conn. (Standard) (FOC) '--t' 44104 Fire Dept. Conn. (Flush) (FOC) It Fire Dept. Conn. (Sidewalk) (FDC) ...�_ Post Indicator Valve (PM '4' Fire Hydrant (3 Way) -{ Thrust Block 4.. Key Gate Section* Valve v1th Roadway Bot 000 Fire Hose Assembly (se. notes) -� inspectors Test -a-- Grooved Coupling (GC) -4- Flanged Connection -6- Globe Valve Angie Valve Dry Pipe Valve 10 11 12 -t ,ter ti/5/ ON_ or CZI,A0t'4'. fr- BOB 800 BOP DO HV N & C NIC NTS OBJ PR V RM SP TOB TOP TOS. UON BBREVIATIONS Bottom of Beam Bottom of Deck Bottom of Pipe - O'tto Hose Valve - Nipple and Cap Not 1n Contract Not to Scale Open Bar Joists Pressure Red Vaive Root Manifold Standp.oe Top of Beam Top of Pipe Top of Steel Unless Otherwise Noted SYSTEM TYPE WET----/OELUGE_O DRY O PRE ACTION Q AGES Ir PerpTFD LI ';.,i t iiZ l; i' C • E) L71r'R The drawings affixed hereto have been reviewed and accepted by the City of Tukwila: Fjre, Dept. Additions, deletions - revisioris~to these drawings after this date wit void this acceptance and will - require a resubmittal of revised drawings. Final acceptance is sbbTect to field - inspection by a representative of tnis depart!-ent r$ BY: -`CITY OF Tt..I.ti; 1- A 575-44:: NO DATE BY REVISIONS - SEE FLAGGED AREA ON PLAN ISO Q IRI O FM C7 — APPROVALS OUT IN OUT OUT 114 OUT rN GRINN�ELL FIRE IRE PROTECTION CONT'RrACT NAME C v 5&i& _ /.Iy ss _ 4147/4 '_ SCAE . DRAW DESCRIPTION: CHECKED BY: SYSTEM DESIGN DATA HAZARD CLASSIFICATION: SYSTEM AREA DAT HYORAULIC - DENSITY OESIGN DATA: GPM/SO. FT_ SQ. FT./HO. AREA OF APPLICATION' TOTAL SYSTEM - REOuiREMENTS: SO. T. MDSE ALLOWANCES: GPM GPM. AT PSI. AT WATER SUPPLY INFORMATION: STATIC PRESSURE P51 TH- ESE PLANS PREPARED AT. ENGINEERING DEPARTMENT DRAWING NO. - RESIOUAt, PRESSURE PSI. will+ -= GPM FLOWING 10 TEST TAKEN AT eY OATS CONTRACT NO: a4�9� °4, t k ALL RIGHTS RESERVED 8 / • EXIST ME77 r, 1/4 t ✓ / NV/0 0 W!1 LSI, 4)0 LFELT u 4J S1-S1.ERS — , / t -•4—i \ —. —. — .....-/ y 1 NEW MEZ r 41 _ 40 -.4••••••4 _.. 11110111.1. -. - - \-- -. 1111.4011, .41/t ♦/ ♦/ CHA/J&E EXIST Z/ 70° TO /I TEE DROP I)c.2IAM 3 TO FEED SPRIIMS U111DER NEV] MEZZ 2 FLOOR PLAN SCALElie =1-0" EXIST. OFFICE PROTECTED BrIXLST tITS ARID PA/Dg. NOT JHo AI)" NEW WALLS cCEMD WALL, O5 0 w O7c NEW WALL 0-7-41 O� OE '/ J M T E I ® I Or } 11 NSW COOSTRUCTIdrV NEW PINItJtr f1tJ1) WADS t / i/2 /0-0 L/L 7Y, / /0 O G/L TYP Vs•dible) 0 0 %a 1 I FLODR PLAN SCALE '1,41-11-01 ii 0- 3 W z 5USP CE+L,A' 4 c., -EXIST ur HES I EXTD/vor)) NE77 I DRAIN VALVE r GENERAL NOTES ELEVAT/ON VIEW SCALE 1/c/ = 1-0 DESIGN Design is based on Ordinary Hazard per NFPA 13, 1987. SCOPE OF WORK Extend automatic fire sprinkler system to cover below the ceiling and the blind space above the ceiling, beneath the newly extended mezzanine. APPROVALS City of Tukwila Fire Department WS & RB 4 PIPING dttA S /el Allied itAb _ S/.aea./d he 5Qu5 , All new piping 1"-2" to be allied XL pipe with threaded ends and C.I. screwed fittings. All new piping 2-1/2" and larger to be sch. 10 pipe with roll grooved ends and grooved fit- tings . HANGERS f 3 Aole. ce11 0, /42,4c,C w/ A 2 Lai 6ou-s 3/8" ceiling flange attached to the bottom chord of TJL with 1/4" lag bolts. 3/8" all thread rod and UL and FM approved swivel ring hangers. 3'MAW TO /IAN& WITH TR ftPE7Ef/AVGER SPANAJIAIG HEADS TREE TRUSSES k -se A-1% i"-ksir 21/ 2zo_/ovV., All new pendent heads to be 165 degrees GEM F-950 1/2" orifice, brass with 2 pc. chrome escutcheons. New uprights in blind space above the ceiling to be 212 de- grees GEM F-950 1/2" orifice, brass. LEGEND --Existing piping New piping IiO Exist pendent head ® 0 New pendent head 0 Exist upright head @ 0 New upright head TOTALS /3 /Z II J x 1 TitK ROVE, Please 07 A P Gnd gi A`�lvyTSEATTLE: VASHM E2ilEFr' ISO -1l-lJ 6 - ��' tttJV B 19�� and exact address for shut) in requirements of this Bureau tor classma d u' N down or restoratrary �{yprova7. r ° r`a}Acceptance applies to plansrVJ i o,Je,zr system cnanSes or additions s2S recommended e 1 t c sabms, w II result o imp anc silmn the _- sahmttad ami su to construction and f0 t nal occupancy `"''co h,�c` to rrs w, , ,�,'1 subtor.' D Cit sive/ to platin r - , ,, s rel i�4'� r not to RN colt f vats . c l r. , and r i t ,a irks q t. r'+'B o; o h ,ther due belittc s Va'Cl h`'u`t t/ 1f , t' , r 1 u' (t,-..5- - i ,. aIt tor pr due Ca a has --c-,,A %, 1 r,w- ct e ,,..s fiat t:,: *y to�hrch m Care has k M too - al la Is recap fr Mrur'r or do a �.-;a�l..t nshlt in loss S (P 1- 0 w 0cc a. 18325 SEGALE BUS. PARK DRIVE 6 02) 1 V�/I'LA FRE DerAtflaf call 575.44 HVAC, PIPING, PLUMBING, ve this fob ENERGY MANAGEMENT & FIRE PROTECTION GRem•Etr PK CORP TE Lau co " AA MINKL.ER 8 ND >y r: HEALTH EMEN ERGCY ' CE+NTEA Sow LAKE 9 . , °K L 178114 e SAXON' /DR N rn OR0-1I ( t itA�-S' W 8 N = T -r 4 It 1 et. -- V/C/AJ1T tvoRTH 1"4",� -e/ k&CE4 StgOTN ITH I UT Sill 1 - ER T E :ERT.E ENTS o CH ED LETTER i Th revs s affixed hereto have been a4cpspts1 by the City of Tukwila F' re De ,t A110'1)13, 0'1)13, deletions or revis•io-i t) t 1 fly -3 a -ter this date will 4 i 1 L rE - require is re.24,, i iii 1_4 lawings Final acre tan c i> > r �1 ') n 11 msaec`r f y u r e .l owe r a' ire oi t i is dev r t n DATE //—W - CI rY OF 1 - yWILA 5--).3 575 440/ ISSUED FOR CONSTRUCTION 1 / / $ cKI 1STRY MECHANICAL ENGINEERS AND CONTRACTORS 855 S BARTON ST P 0 BOX 24567 SEATTLE, WA 98124 223-01 #MC -KI -N -372N0 (206) 762-3311 DRAWN BY A63 CHECKED BY / DATE /0-26-88 PROJECT PROJECT NUMBER ebb 5/ TITLE SHEET FP -1 OF N a) -7:03 CCf .. Zfi 'a W W N I: L EXIST ME77. NEW WALL; t ti • • c.oEMO WALL i, • I // 1 • rONO� NEw t -O Vifu AJD I LT c1aiJ SPPIAJh fS g„ NEW MEZZ. •••••••• „`---- ---"moi /1'1_ • l _• \ � 0- — -- ® — FT -1- 14 ' 1 • \ I ' Z H 1. • 2 NDFLOR PLAN SCALE -,n,,o. _ EXIST. OFFICE PROTLCTLI) Sr IAlST UPRIGHTS AAJI? PloklbS (NOT SHOWi,I)1, • • - inaew ®t •6 ti _ MrW CONSTRUCTION R., NEW PIPIt r AND REALS M N ' li1 4 't,':..'";41\r' 11 I--;' 63''x28vZ I M 0i `U II b‘,' 2 big 4 I /0 -D TYP ' z Q10 ti 0 0 (V 1 Sr FLOCK PLAN r SCALE "=/O" _ • 3 i"ORAIN VALVE -EXIST. UPRtGNtS QQ ►, EXTkiVIDEI) ME .Z7. '—I ELEVATION VIEW SEL /?L E P/7Rk DC E Jobs/ T SITE I AN A/Ts C-ENERAL NOTES DESIGN Design is based on Ordinary Hazard per NFPA 13, 1987. SCOPE OF WORK Extend automatic fire sprinkler system to cover below the ceiling and the blind space above the ceiling, beneath the newly extended mezzanine. APPROVALS City of Tukwila Fire Department WS & RB PIPING f'// A/bee° 77-cse-%e v acPeP 9a.0 ee All new piping 1"-2" to be allied XL pipe with threaded ends and C.I. screwed fittings. All new piping 2-1/2" and larger to be sch. 10 pipe with roll grooved ends and grooved fit- tings. HANGERS , TUKWILA FIRE DEPARTML i` Please call: 575-4407 and give this job No. .% ~� and exact address for shut- down or restoration approval. GREE.NaELT 3/8" ceiling flange attached to the bottom chord of TJL with 1/4" lag bolts. 3/8" all thread rod and UL and FM approved swivel ring hangers. 3"'MAIAJ TO BANG kJ/T71 TRfiPE'ZE I-IAVC- LR 5J1/1 NAIIAJL HEADS TI/REL. IRUSc,ES /4 AWfam 2-"7S e�jQ� All new pendent heads to be 165 degrees GEM F-950 1/2", orifice, brass with 2 pc. chrome escutcheons. 1 New uprights in blind space above the ceiling to be 212 de- grees GEM F-950 1/2" orifice, brass. LEGEND --- Existing piping New piping E O Exist pendent head Q 0 New pendent head 0 Exist upright head O 0 New upright head TO TA LS /3 /2 175'^ S' 176r" 4IMKLER 1. ST 80-W 'LAKE M 7 178TW 4 VALLEY! i6T,r ST !, EE R/OGE� S ► pARK �,BR0 •�"ST • v/c dri-INSt'Intslj'.1:;li, bra, the ,o u,. of yyp Tukwila F►re � �' ;�� , 3' . -: ;1 brit ►pns to ,,,-�., M►IVaI� require rem- 11- c ' 6�dL1J� o. iz►s inspection a re,3i c��, insNecaan uy " depz,rt,rent BY• DATE: �,�17 , CITY OF TUKWILA 515- r ISSUED FOR CONSTRUCTION / ti ,L41 moi h,.,A_. axe'. 4. .et _.ae„__k,..h:."a_'rv�A^-�«sx..aw.sx..-...:,as.s axx,-or_..•.Te1 e"'-v�.+.zz �'asoh:,"v..,...:"s'-...ox^,,sra*zs'.,vYi^'_.`ovy"--^'e.'14.:�2q'3%a._Y,."4�.'fc*zv ..":'fin=�nF". nS`Tn a.SY,n k'Yw:s'z:.*._,.,n, /!-IO-F3 ,e4 Re J.se(X Feed "'"1O✓1 REVISIONS. 18325 SEGALE BUS. PARK DRIVE B. 4,4 cc a H.V.A.C., PIPING, PLUMBING, ENERGY MANAGEMENT & FIRE PROTECTION cKIISTRY MECHANICAL ENGINEERS AND CONTRACTORS 855 S BARTON ST. P.O. BOX 24567 SEATTLE, WA. 98124 223-01 #MC -KI -N -372N0 (206) 762-3311 s, DRAWN BY: A66 CHECKED BY. /' T ./"' "P 3,,sf /0-26-88 DATE: PROJECT: PROJECT NUMBER: /06" TITLE SHEET: FP -1 OF1 0° RELOCATE 4" MAIN AS CLOSE TO WALL AS POSSIBLE. N �11 0-6 J le uF. * ADD -,6EOFFICE, B'-10` ACT 4 6 1• lit RECEPTION 8'-10 -ACT IDI COPY/FAX r 8.-10` ACT REL4 -6 I /I 0 ADO CONFERENCE 8' 10' ACT t.1 1:1 (WEE- 8'-10" FFS8'-10= :I 8-10' ACT 1:1 1.1 I.1 •1 '5' :1 .1 n 1•t. \I EXIST. MENS 9'-0" GW9 I.1 O O 0 'E' HANGER BRANCHLINE-" SCALE: 3' =1'-0' FLEXHEAD DROP W/ MOUNTING BRACKET iel- CEILING TILE---""*""- SPRINKLER HEAD "FLEXHEAD" BOTTOM -OUTLET NEW R:R,J 9'-0' GWB 1 11� I_2, - CA IHf FXTST. WOMEN$ 9'-0 GWB 1 L J 1.1 PLUG 2" LINE FEEDING 2N l.1 I EXIST. -DI A:l I EXIST. OFFICE EXIST=`OFFICE 8'-10" ACT gip O FIRST FLOOR PLAN 2 r., 0 2 2 SCALE: 1/8'=V-0" DPEN QFf'ICE� 8' 401' -ACT -- 1.1 1- T F 110-1AC tip ISI 2x12's FURNITURE ASSEMBLY 10'-O" GWB 2xI2's 40-0 N p, i L 11/4 }>r 10=0 2-9 I N SCOPE OF WORK 1. ADD/RELOCATE HEADS FOR NEW WALLS AND CEILINGS. GENERAL NOTES 1. --- EXISTING FIRE SPRINKLER PIPE. 2. EXISTING UPRIGHT SPRINKLER AT ROOF DECK. 5. ALL NEW HANGERS TO BE EYELETS U.N.O. 6. REFER TO PLANS ON ALL CEILING HEIGHTS. 7. RUN ALL NEW LINES AT 11'-6" t OFF FINISH FLOOR. 2 2 2 L J r., L J cc 2 ,, 2 r., L -J r. - ^l 6 I1 NEI STAIR nX Qi�Oj 8-7 r:� CONFERENCE .* ACT II /I 1 FLX 8 2 L - u 06 C/ ®-IL144 �0- u 0-6 1 10'-' ACT 1L6/ 4". 11 1^'-" 1Ih 11/2 1 vA ilrti/���1 / v 8-0 " 2-3 -0 r., L J 8-02- 10.-E ACT', L ▪ J H 8-7 4-16 7-0 Ii FLX 11/ _, 1,117 11 T L1�/i 11/2 L -J „1' {�I 11/2-4-71 8-7 ' I - 9-0 i2 0"- 8-0 moi "'+ r_, r., I r., L -J 8 OPEN OFFICI /g 10'-0" ACT, r., 2 P1I r., LJ 2 b r.� L -J 2 L'. r., 1h O rn -L_11/4 -- rn TL -J 2 2 r., L Y L'J IO 2 L J r_, 11h r., '--J 2 ,1. 2 r_-1 L ▪ -J Y L J b 2 ---r- 2 ,l 2 L -J Y ioI r.� L -J 2 ✓ ., O L -J L -J 2 L -J r_, 11h 11/4 L -J L -J O L J r., L'J r_, L r.� L -J 11/4 r_� L 11/ 11h \ II 10-0 O L, -J MICE ACT 2 y, ♦ ADN2� 11 II / • • it 2-� 2-0 \ 15-A 104! TxG "' IAlN FLX L-� r., r., L'J r., L -J D4 0 a01 ,2 4-1 2 2 r_, L -J r_, L -J 4 r_� L"J 2 2 10'-0" GWB r_, L•J L J L J -r 2 2 r., L -J ✓ _, L -J LOCATED S"AIR r_, l -J r_, L'J 11/ r., 11/4 L J 11 r, 11/4 L J 1 V2 L J r-, L L'J L.J 11/ r., 11/4 LL LJ r., L -J 1 11/ L'J ✓ ., L J 11/ L"J L J r., O 2 2 L J O PARTIAL ROOF PLAN L -J r., L -J Y L -J SCALE:1 /8"=1'-O" L -J L -J r_, L J L -J La ▪ 21h -, 21 II 13-0 II (11-2) ✓ ., 11h r., 11/4 r_� L L J Ir --71 ID 0 VV t .eut Comments ta- ACCEPTED As Noted In Red Per Attached Letter se plans have wed by The TulaJiio -finwrce with curNint Cit _ n,ect to errors and .....n, z.e violations of adopted The [esponsibility for the !ention I?ure1;' ndards. A_ c`c, =., IlSS10n51� 1 sCT: .1 -dards and equacyof dv.5: ally with the designer. , , iditions, aeleu'of.9 c- e••ps10n5 to these drawings after pis date will void tr.'` --cceporice and will require a esubmittal of rev sr.: -aWi fqs for s jbsequent approval 'inai acceptance is subject to field test and inspection b' :Ile Tukwila Fire Prevention Bureau. Date: / 13 - / °By:_ v� NOTICE Weld stamps must be inspected before pipe is hung. Do not paint pip ag t prior to hydrostatic test approval. FELE PAID DEC -7 2010 TUKWILA FIRE Y�&kg- 1 iti4r t.rI 3 l°.4dGUAn / gigagigtot, Please call: 575"4402 and give this job No. /0 -S' 2-70 HANGER LEGEND A "U" HOOK B COACH SCREW ROD 4ad exact address for shut. lawn or restoration aooro mL D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE - T u W X Y Z STATE CERTIFICATION SPRINKLER LEGEND "m'Le' t`" = �{ ,.;)1 ett if C 4Y y Y, '^ et i_ SPRINKLER ORIFICE SIZES AND TYPE 1- 0 a t- c W a W N I- in 1 2 D 1/2" 3 4 2 17 ;::6�::: Q Q 1 /2" 8 16 2 SIDEWALL 1" DRY TYPE O 0 1" 2 ® o 1" �� 2 - WAY EARTHQUAKE BRACE TEMP RATING SPRINKLERS UP AND DOWN z a_ m z 3 Q 165° o '^ o 4 - WAY EARTHQUAKE BRACE -e- 212° /2" 4 1. RUCTURPIPE E TOCENTER STNE OF IN CINC 70 LI Q 286° 1" ® 1/2" Bge 350° 1" ® 1- FITTING LEGEND soo° /2" CO 1/2" P PIPE -O -LET APPROVAL REQUIRED F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TUKWILA TSN THREADED SHAPED NIPPLE SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY • RELIABLE F1FR RECESSED 1/2 1/2 CHROME CHROME 155 25 lb* RELIABLE G SSP w/401 1/2 1/2 BRONZE CHROME 165 6 0 RELIABLE G UPRIGHT 1/2 1/2 BRONZE -- 165 11 TOTAL 42 QUALITY CONTROL BY JOHN DACCA DATE 12-6-10 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED. SHALL 8E IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. DESIGNED PER NFPA 13 & CITY OF TUKWILA. PIPE NOTES 1. ALL NEW THREADED PIPE TO BE SCH 40. 2. ALL NEW WELDED PIPE TO BE SCH 10. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: SEGALE PO BOX 88028 TUKWILA, WA 98138 PROJECT NAME: SEGALE TI BLDG 771 EMERALD MOVING 18325 SEGALE PARK DRIVE B TUKWILA, WA 98138 BARRY 206-396-2012 ` _ TR PATRIFP099CF WWW.PATRIOTFIRE.COM johnd®potriotfire.com oT FIRE PROTECTION, I 2707 70TH AVENUE EAST TEL (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER JOHN DACCA SHEET F D 1 DATE 12-6-10 1 OF 1 JOB NO. 12-13393 /71/3/3 3/B"x4" BOLT NUT/WASHER aur - 7//n r_ -J1 t r_1 r3 1,4 1 f 1.!•6 - -__ — - ,� L -J r-,- 2:3- — — .— _— - LJ r'1- - L -J L J LJ L J n - r_3 r. -2:3 u_ { 11/4 r.'1 1'/' 11/4 -- _r�_ LJ r 1 11/, 1/ -- -L,J LJ LJ r_r -- — ._ 2:3 LJ ,i•I r_1 L -J 1/1 E73 2ir1 vLJ SC 9 21. WOK -�- BIl BIl B� _ BBBBBBI• r-1 2J 25'-6 AFF- LC ,'72T L 2'-6" ":":'r.1 L -J — --r�— r_ -t ' LJ - � — -- — — L J 4 w 1-4 ri pp -L7-1 M1 4 12-60 2:3 �1J 4 CV 1 {CJ --- n L 5-6 s 2 2 r_1 _ 1'12 LJ-- — -- •':/ r_2, 2_7 2-3 _ __ I LJ 0 r. l P- r_1- _ 124 SU� — 1 _- LJ r-1 r._ r-. 1'4 _ r' L'J 2 r 1 r_�J n LJ 17.1 — 114 — 1.-.1- —12 -- -- r,-- 2 n L J L -J - L J V (u r3 LJ O r-1 1 _ 1 '" r, -� — r.3-1 — - 1 - LJ r_1 _ _ L -J r1 _ 1 , � - __ LJrNI LJ r3 L -J rr. — — 114 — —r_71 - — — _= 112 — �_ —_2— r., — 11`2— rm_ 11/4 r.� L L'J L J L J 1L -J Y_ I1/4 r, 11/2 �tt V 1 2 r4 11/2 r� LJ t7\, — — LJ L J LJ 6'3 ..i�1 i /a / r 1 ri 1'/2 LJ 11/2 1 72 L -J LJ 1 1 11/ • LL - - L.J r-� r-1 _ [-- --L.J - -- — — -- --LJ Grt r'1 1/- - -L-J 24E .�c 12-6 1 1 1 1 ti l I ,36T r1 i1 2 r, - LJ r,-1 - L -.J 1 1 1 1 -- 1 1 1 1 L J 1 1/2 2 1 1 /2 r1, LJ 1 1 1 1 1 1 1 1 L -J 2� CD vL. LJ — 2 11/2 11/2 1 1 1 1 11/2 11/2 L`J 1 rr� — IL -J [-� r_' � C LJ 6 MN BBI — — — — — ME B' SCOPE OF WORK RACK PLAN SCALE: 1/8"=1'-0" F1GI980SWNELATTACHMENT W/ TOLCO 4A PIPE CLAMP 1'SCH40 SPRINKLER MAIN TOLCO FIG. 980 SWIVEL SWAY BRACE w/5/8'x 51/2. THROUGH BOLT. wIWASHERTO4x12 BEAM LONGITUDINAL 4" MAIN N TACO F1G. 980 SWIVEL SWAY BRACE w/1@'x41/2'LAG. wANASHER TO 844 BEAM 1 TOLCO FIG. 1000 'FAST CLAMP LATERAL SCOPE OF WORK 1. EXTEND RACK SYSTEM TO NEW RACKS:, DESIGN TO MATCH EXISTING DESIGN. GENERAL NOTES 1. --- EXISTING FIRE SPRINKLER PIPE. 2. 12T = EXISTING SPRINKLER IN RACKS. 4" MAIN '1 11s C7 g WM°Ira° W16x L949 `-9' BNL VPLA RACK DROP DETAIL SCALE:1/2"=11-0" 1'SCH40 to '60 l� EXISTING €" ALARM VALVE --o-- `\ / EXISTING Er NRS VALVE Sl/PN 1 3/8" NUT & WASHER 3/8"x10" it TOLCO FIG 913 ALL THREAD HANGER RING 9!' HANGER ROD RACK UPRIGHT 15/8" UNISTRUT 18" LONG (2) 3/8"Xi 1/2" BOLT&NUT UPRIGHT SCALE: 3" =1'-0" VERTICAL X -MAIN 21/2" STRUT CLAMP ON 15/a" UNISTRUT 'Er Without Comments • As Noted in Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for amrormance v\.;ith current City s.tandards. Acceptance subject to errors and omissions which do not iluthnrize violations of adopted. -,andards and ordinances. The resoonsloility for the .cr,-iiescitjuaa:vo, osregigunireer.3 c:-' rs.,,vi.5ions to mese drawings act -- resubmittal sub.‘7,2went - arid TUKWILA FIRE DEPARTMENT Neese ca3 206-575-4407 and give this Fire Permit No. and exact tdd.7ss for shut- down or restor on approval. f 0 4" FLOW SWITCH 6x4 GRV REDUCER (2-6) EX:STINIG` RISER 4 PIPE STAND NRS VALVE w/Pn/ PAID Fp -1 2017 TUKWILA FIRE koir HANGER LEGEND A "U" HOOK COACH SCREW ROD EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE FITTING LEGEND PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED KIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE 1 - cc a. la 14 La N4 2 1/2" 1" 17 32 SPRAY E 3/4" 1' 2 1 1" DRY TYPE • STATE CERTIFICATION TEMP RATING WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER sysTems John Christian Dacca 1150-0409-C Level 3 Patriot r action, Inc. PAT 114111PI NM PP Date Pk PP MI PO PR PPR) PP PM MI NI 0 165 212 1' 1/2" APPROVAL REQUIRED TUKWILA SPRINKLER HEADS USED SYM NIANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY RELIABLE UPRIGHT 1/2 1/2 BRONZE 165 62 TOTAL 62 QUALITY CONTROL BY JOHN DACCA DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL USTED OR F14 APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1 -6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHAU. BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE 94 ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDMON 6. JOINING OF PIPE AND FlUINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAI4PHLET NO. 13, APPUCABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQJIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED By OTHERS DESIGN CRITERIA 1. OVERHEAD DESIGNED TO A .34/5600 SQ FT. . RACK PIPING DESIGNED TO A 15 PSI FOR 8 HEADS. 3. DESIGN CRITERIA FOR CLASS IV OCCUPANCY IN SINGLE/DOUBLE ROW RACKS UP TO 25'-0" HIGH NON ENCAPSULATED WITH ORDINARY TEMP HEADS AT ROOF DECK AND IN RACK. PIPE NOTES . ALL THREADED PIPE TO BE SCH 40. . ALL WELDED PIPE TO BE SCH 10. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: EMERALD CITY MOVING & STORAGE 20024 87TH AVE S KENT, WA 98031 PROJECT NAME: EMERALD MOVING RACKS BLDG 771 SEGALE PARK 18325 SEGALE PARK DRIVE B TUKWILA, WA 2707 70TH AVENUE EAST TACOMA, WA 98424 TEL: (253) 926-2290 FAX: (253) 922-6150 I DATE DESIGNER JOB NO. 1 SHEET JOHN DACCA 12-19679 c! 111 4 x4YI44P h + I ,r 1 I �' Iw+'f VtN 7IMw I w kl 44 *1 1yr w rrq �r P 44 r 11 r 1014 yr r .q 04 i,'`' + 1 {II v1 1 uNr� l �, +� �a rru a dy iMr 444 } rtt ,� 1 4' 11 r r L ; t i +( 44 +'1' 1 ', { 4144 I rt�444 4', t„,,44,3 7 14 k i i inl l u wry a 1 Ffi r, 1 9 ,J41'''171% 1441 4444 k 'E ,t 1 ' 1 r r t o ,I '4 i t+ 1 44 ! k �" I 7 1 # hl 1 1 44 + ' 1 k s 1 t, r 4 4 p 1 ° f 1 4444 r 1J f+ r I I Z! +4 w t l ++ 44 44 , w (l 1 1144 r r 7 44x4 4 r 4 i 4 l 4 r N}I n 4, n F l t y Ml t sr J d , k �� II r Wl v r Ji it ,r ! 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I , rw M4 1 4 i 11Irl 4I 44 1 4 44144 l+ 4 I 4 41 41 v 1y 4 44 4 A t i 1'1 r, 1 J h 1 1 44, 1 ,4 T 44 1 4 w t 11 0.1 1•'714.1•,,4 ,� + .t 4414444 ,, I4, 44 , 1 r 4 t 44-' 44414 Mr { t 14 �! i 44 i, i 4 , I 11 J 441 h 1:1 44 4 4 .79...-w ..--+ 7 400, I( Ir' Y 1.� 1 { 4, 4 144 11 k { r " r 'F 1 r 1 2E AI N 4. -74974 a r 4 '1 44-x+ r 6 N y I J 4 I 41 11 4 1, l 44 t I 41 r 447 400 4 4 / 12E 44' 4. µ4' r ic 441 ,r 1 N 4 ,74:4 0 49.444999944.994.9 94. a I-...-.,...-*..* 4 440.1 1 4 Ir 4 49 1 l 4 4, o % 1 w4. A 44 1 r 4444 1 ry 1 1 .yv 4o-4.IW4 ,t 44,.44 .41nt!1 44 PARTIAL FLOOR PLAN': ti 5 t; :.1 i,,,, 4.„, rte.,: ., 4:4: 744 tot 444 th '''' ;4'.' :4 1' ''''*:: 4:'''' It 1' 41'''l l'. 4 :II, 4 /14'h 4 4 4/ 4 '4'i, 4:I 4-ttr ' :4 1 4, ,:t.,': , 4:' 4/ ,44.r.i,„?.:.,), ,,, ‘,"3: ,4cirr,,,'4,.:,!4,; 4,,,''' .„,1 ,;.. ),'''' ,,, ,. t 41 44 ' k 4 41 Y7'4 1 1:4,14.::',/:: ''''' 1,' 1 ' '41.‘ ' 41 4 I. IT 1 44 1 77:9 44 '4 .4,4114 49 91 ttt44444n.;41:44: '1,1/ ,4,:4'4441.4.......,0i-1*:...,...44....':*'1)1..,;i1..—...:,...„:....L..4..4:4',.._,.: l 1 '' l' ' 149 AY 14 4 1 47 1 941 T 4 ,74 4 r , t ,ij , 4,401:i tfr.: ,,t, '3,17-47,44r:,:li "411 ','.f, 4,1 1:11:11.14:, ROT, ..141,,,,,,,,,,,p,r::71"1.1, etit„,#3,:#1#4,11,.1,-,,,,,, .7-#4eNIcr,,I.,,r.-rrrl,-, Prot•i.1.--74.r.I.N., 14-n-er.rn."" ,14'''''' '"- 4' 41 4 14 11 ROtOr, DECK 4x10 'WOOD BEAM EXISTING 2" SPRINKLER LINES 1' NEW SIDEWALL W/HEAD GUARD 44. WOOD BEAtri STEEL COLUMN COLUMN SPRINKLER DETAIL 9 ft 14 SCALE; 1/22t14-0' 4.7 ' '''''' ' ''' 4 :43: i r 4', ‘Pl' 2:1:: I 4 ., .19 0 ''' 41 411 44 74 7 1g 19 44, 49 4 r. arc 431,444r14/ te../10,41,7 44-1 k 'e ;, e ,, , 4, i, „:, ts ,,,14,,j.li ;4,: ,„, t., r ,, , k .11,1. A : 4 s 1 115 ' 4 11 4 2 4 4' 4 i ' ? 1 41 4 .41111i:4:47'' t' : 14 :,14e 1,e 44 .I.,,, T .t44 SCOPE OF WORK 1 ADD HEADS TO COLUMNS AT 15'-0" 2 PLUG OFF 2 HOSE STATIONS GENERAL NOTES 1 EXISTING FIRE SPRINKLER LINES , , 1., ,,,I, ft4f$.M 64 Rol .41 III.' ira.-------.'',1 :2°°°°44' 4 `- if.' 1 ,,,31::::::;11.01k' 4d. '' 4 „41 i,.I' ...:1,, I 4 , ?I' 1 ° , IS 1W 1 1(, 144 449 44 14 :4 ( 145 71 9 71 t If 447, 0.1 ACCEPTED Without Comments CI As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire OreVeritiOn Bureau for conformance with current city k.tepdards Acceptance IS subject to errors and rliniSYonS which do not authonze violations of adopted crida;ds and ordinances The responsibility for the 4-ralquacy of design rests totally with the designer deletions or revisions to these drawings after tills date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval Final acceptanCe is subject to field test and inspection by The Tukwila Fire Prevention Bureau Date kb\ 1 Os By 1 44 Please call 575 4407 and give this job and exact address for shuts „ down or restoration approval. IE 7,442 4 141 t 4,44 114 rte 50079, 7'4 14 447 44 1.7 HANGER LEGEND,' , B COACH SCREW ROD E EYELET F FLUSH SHELL G CEILING FLANGE 14 SIDE BEAM BRACKET M ALL THREAD ROD , N TOGGLE NUT P POWDER DRIVEN STUD ,,, V FITTING LEGEND _ lb PIPE -4440..41.17 F PLAIN END FIT FITTING , , SN GROOVED SWARD INUPPLE TSN ' THREADED SHAPED NIPPLE ADM ADJUSTABLE DROP NIPPLE + • *Ai,- 2 * WAY EARTHQUAKE BRACE + 4 .r7/ WAY tAirrieJAKE auct 1 ' i STRUCTURE TO CENTER ...44° UNE OF OWE IN INCHES SPRINKLER LEGEND SPRNallt AND TYPE to 41 i se iu STATE CERTIFICATION TEMP RATING 9 2 P w ' vi CITY OF SEATTLE SPRINKLER HEADS USED ,, SYM emu` MODEL TYPE THREAD SIZE oRincE SIZE ' litio FINISH ESCUTCH FINISH Too ary .1 Rattail . Fin SIDEwhil lri , lit BRONZE 155 ToTAL awry comm. BY MARK FROMONG DATE 10-8-03 APPROVED FOR FABRICATION By DATE GENERAL NOTES , i ALL, WATDIAL AND EQUIPMENT TO RE NEW AND UL USTED OA FM APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (14.4) WHICH ARE END TO CND 3 wrificoxt waciiic NAO. DE PROVIDED IN ACCORDANCE WITH tr „ NFPA PAMPHLET NO 13, APPUCABLE EDITION 4 4. PWE HANGERS AND METHOD OF HAWING TO BE IN ACCORDANCE WPM POPA PAMPHLET NEL 13 APPLICABLE EDITION $ PIPING SHALI. RE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, APPUCABLE EDITION le JOINING Of PIPE AND FITTINGS THREADED k WEUND, SHAU. BE IN ACCORDANCE WITH NFPA purtar No 13 APPIXABLE EDITION 7 OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER *nu TO PREVENT WATER IN PIPES RN FREEZINFL 1 8 AU. Immo or ELECTRICAL DEVICES (If REQUIRED) TO BE PROVIDED BY OTHERS , ... mon or PIPE a common' Or REQUIRED) TO BE PROVIDED 10 ruroorso or Pon Re EQUIPMENT (IF REWIRED) TO K PROVIDED or , OTHERS DESIGN CRITERIA 1 ADD COLUMN SPRINKLERS AT 15'.-'0" AFF PER NFPA 15 PIPE NOTES , 1 ALL THREADED PIPE TO BE SCH 40 , REVISIONS NO DATE a DESCRIPTION , CONTRACT WITH; 4 A -AMERICA FURNITURE PO 80X 58408 SEATTLE, WA 98138 PROJECT NAME A—AMERICA FURNITURE 18325 SEGAL PARK DRIVE, B TUKWILA, WA 98188 ,, F 1 L E, 10T, ik/4/VPATRICITrIRE COM 3 4, ;707 70TH AVENUE EAST „TEL) (253) 926-2290 DESIGNER JOHN DACCA ' SHE '^` I 0 4 Fpl, /r401 , 19. - 4 141 t 4,44 114 rte 50079, 7'4 14 447 44 1.7 4" MAIN " MAIN AFF - IG Lao BEM `� � t DtR rn" WOE RACK DROP DETAIL EXISTING CITY MAIN T c0 (BP2) 10" 10" I 1 n 10" SCALE: 10=1'-0" EXISTING CITY MAIN 121 10" AL1? -3 AFF- RAaK PIPE SWING DETAIL 10" SCALE: 1/2"=1'-0" EXST\C ULD\C RACK PIPE SWING PLAN UPRIGHT UPRIGHT d 13/4" UNISTRUT 18" LONG d (2) 4'8"X11/2" BOLT&NUT VERTICAL X -MAIN 21/2" STRUT CLAMP ON W8" UNISTRUT 'V' HA\CH DETAIL NTS 4X12 UPPER CHORD TRUSS 8'.0" SCALE: 1"=1-0" 5A (U -HOOK) 21/2" RING HANGER 10" 21/2" SCH-1 'T' HA NTS SER DETAIL 10" 10" B c)I <BOR> 418" NUT & WASHER 30'-5" AFF- LC - 4'8"x4" BOLT W/4'6 NUT/WASHER G7 4'e"x10" TOLCO FIG 91 ALL THREAD HANGER RING 'E' HANGER J OD RACK UPRIGHT SITE PLAN SCALE: 1/32"=1'-0" SCALE: 3" =1'-0" EXISTING 8 ALARM VALVE 4 FLOW SWITCH EXISTING 8' NRS VALVE W/PIV A > \ / jr 6x4 GRV REDUCER N 1 4 1 .Tr EXISTING RISER (2-6) 0 X01 4" RELIABLE ALARM VALVE 4 NRS VALVE W/PIV F� (0- 6) FP -1 30'-5" AFF- Lc EXISTING 8' ALARM VALVE EXISTING S" NRS VALVE W/PIV 10 J 1ho 10 PIPE STAND CI Without Comments As.:>)t:d in Red 'c' Pet: the Attached Letter 3- .:e plans have been reviewed by The Tukwila Fire ., tion BTIreau for conformance with current City -as Acceotaide is subject to errors and • which do nal- authorize violations of adopted arra ordinances. The responsibility for the �.. of design ss totally with the designer. T s;fieIetiOnS of revisions to these drawings after X111 void this acceptance and will require a :qirai of revised drawings for subsequent approval. ieptance is subject to field test and inspection by Th 1 ukwila Fire Prevention Bureau. Date: 1- 5-i I ev: 1( --5,rp kler Lvui-ev. Sh eids -fo col—etf we /0FpA 13 Sec..k.13.3 .i ".h-Y'4'U14 3Prltik{e- tti.1411/41(a+101.. ca1..pi�/ 1+1;4 - NFrrA /3 14.).."( l AI( valutf 4h L solet 24 fir svl,t•,,Zeo(, EXISTING RISER TOLCO FIG. 980 SWIVEL SWAY BRACE w15/8"x 51/2" THROUGH BOLT. w/WASHER TO 4x12 BEAM FIG/ 980 SWIVEL ATTACHMENT W/ TOLCO 4A PIPE CLAMP 1'SCH 40 LONGITUDINAL TVKW#LA FIRE DEPART ti t Pie3se call: 57J-4407 end give this job r'c. 11-S- oo Jre:.s for shut" 4uwwn or-c�Lratiun approval. SCALE: 112"=1'-0" NOTICE Weld stamps must be inspected before pipe is hung. ' s !: n t piping ('t '";•••••••••:j TOLCO FIG. 1000 'FAST CLAMP' LATERAL TOLCO FIG. 980 SWIVEL SWAY BRACE w/1/2"x 4 1/2" LAG. w/WASHER TO 6x24 BEAM 1' SCH 40 PAID DEC 28 2010 TUKWILA FIRE -4/1w177(/— HANGER LEGEND A "U" HOOK 8 COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V W X Y Z FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE -..--_. 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE STRUCTURE TO CENTER UNE OF PIPE IN INCHES SPRINKLER LEGEND Y g SPRINKLER ORIFICE SIZES AND TYPE T a z o W w N ~ H 1 5 3 7 10 Q 1/2" 2 16 8 16 2 SPRAY CD ® 1" 3 17 ❑ • 3/4" 4 32 SPRAY 0 ® 1" 1 3 7 1 a a 1/2" 2 8 16 2 SIDEWALL .-4 Al 1" 1" IDRY TYPE O 0 1" ® 0 1" STATE CERTIFICATION TEMP RATINGZa SPRINKLERS UP AND DOWN o z; n, Inc. , Q` ZCcrtific 0 165 ' ' i CO H Zs 0a -e- 212 ' /2' (J 1" 0 286' 1" ® 1/2" 95 R Al J A -.- c.' • 1.4440440, 350' 1" 4 I. O 500 ' /2" CO 1/2" APPROVAL REQUIRED TUKWILA D"" (Z(2:3,I D SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY TOTAL OUAUTY CONTROL BY JOHN DACCA DATE 12-23-10 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. OVERHEAD DESIGNED TO A .34/5600 SQ FT. 2. RACK PIPING DESIGNED TO A 15 PSI FOR 8 HEADS. 3. DESIGN CRITERIA FOR CLASS IV OCCUPANCY IN SINGLE/DOUBLE ROW RACKS UP TO 25'-O" HIGH NON ENCAPSULATED WITH ORDINARY TEMP HEADS AT ROOF DECK AND IN RACK. PIPE NOTES 1. ALL THREADED PIPE TO BE SCH 40. 2. ALL WELDED PIPE TO BE SCH 10. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: EMERALD CITY MOVING Sc STORAGE 20024 87TH AVE S KENT, WA 98031 PROJECT NAME: EMERALD MOVING RACKS BLDG 771 SEGALE PARK 18325 SEGALE PARK DRIVE B TUKWILA, WA Er . PATRIFP099CF VWWV.PATRIOTFIRE.COM johnd@potriotfire.com FIE OMM 2707 70TH AVENUE EAST TEL: (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER JOHN DACCA SHEET 1 DATE 12-23-10 OF 3 JOB NO. 12- 1D t0' r.; L J r.� LJ r.� L J r., L'J LJ r -"I L'J L -J 25'-6" AFF- LC 24L r.� L'J r.1 L J 4 r-3 L J r.3 L'J r.-1 Lv r.� L'J L'J 8-4 36T 4 - �,36T 7- 6-0 12-6 ti, -6 7-0 12-6 N 3-6 9- r.� r.2. L'J L'J L'J L'J r.� 1-• L•J L'J CP AUXILARY CALK. R5 i—(8) SPRINKLES HEADS CALCULATED AT A 15 PSI EHI PER NFPA 1 16.2.4.3.1 12. SERE ROOF PLAN FOR HYDRAULIC CALCULATION FLOWS. 15; r-3 R6 r.? r.� hinim a auras i:111.7iwilicra ix:ummis•ilmiir PER NFPA 13 16.2.4.3.1 /2aSEE ROOF PLAN FOR HYDRAULIC CALCULATION FLOWS. RACK PLAN SCALE:1/&=1'-0" HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V W X Y z FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 2 - WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE - 7° i1 STRUCTURE TO CENTER UNE OF PIPE IN INCHES SPRINKLER LEGEND a cl '^ SPRINKLER ORIFICE SIZES AND TYPE z z N z o w a La1.4 w I- (f) 1 5 3 7 1 11 2" 2 16 8 16 2 SPRAY O ® 3 17 ❑ • 3/4" 4 32 SPRAY O 1" a 1/2" T 8 16 2 SIDEWALL A t 1" 1"2 DRY TYPE O O 1" 4 a 1. STATE CERTIFICATION TEMP RATING SPRINKLERS UP AND DOWN 0 -1 m 1 0 z _„files, Lac p.,212 0 165' z= E z3 >W8 0 o -e- /2" 1 " � 286' 1" ® 1/2" .o° Certificate SS's fl 3 i j'�yy�;!�! a " •^4, 4r er % ft �,,►4,v n.•sj2/25hy BE 350' 1» 4 1" 500 2" 1/2" APPROVAL REQUIRED TUKWILA SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY O RELIABLE G UPRIGHT 1/2 1/2 BRONZE -- 165 316 TOTAL 316 QUAUTY CONTROL BY JOHN DACCA DATE 12-23-10 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL USTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, APPUCABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET N0. 13, APPUCABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED R WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPUCABLE EDITION. 7. OWNER TO PROVIDE ADEOUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. AU. WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. OVERHEAD DESIGNED TO A .34/5600 SQ FT. 2. RACK PIPING DESIGNED TO A 15 PSI FOR 8 HEADS. 3. DESIGN CRITERIA FOR CLASS IV OCCUPANCY IN SINGLE/DOUBLE ROW RACKS UP TO 25'-0" HIGH NON ENCAPSULATED WITH ORDINARY TEMP HEADS AT ROOF DECK AND IN RACK. PIPE NOTES 1. ALL THREADED PIPE TO BE SCH 40. 2. ALL WELDED PIPE TO BE SCH 10. REVISIONS NO DATE BY DESCRIPTION inn CONTRACT WITH: EMERALD CITY MOVING & STORAGE 20024 87TH AVE S KENT, WA 98031 PROJECT NAME: EMERALD MOVING RACKS BLDG 771 SEGALE PARK 18325 SEGALE PARK DRIVE B TUKWILA, WA 0 . PATRIFP099CF WWW.PATRIOTFIRE.COM ! johnd@patriotfire.com FIRE ptionc"non, Ire. 2707 70TH AVENUE EAST TEL: (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER JOHN DACCA SHEET FI n J n L DATE 12-23-10 2 OF 3 JOB NO. 12— 6 1 V4 r., L"J 1V 11/4 r., 114 L'J 8 r., l•J r., L•J 2 2 to V2 r., L•J • b C 8 1V 1/ V4 r, 1 r., L'J L -J rL'J., 1_13 11/4 T LJ r., r., L'J r., L'J 10 8 1V r.1 6 10 r., 114 r1r., L•J L"J 2 r.-1 L -J L•J b C 1 r.n- _I 1 - r -r L_ 11/2 2,L l"J L'J L'J ✓ ., i r.n 2 L"J 40 T r., 2 L J 1V r., L'J r., L'J T 1/ 2 r., L -J r., L•J V4 r, j_ 11/2 L'J L'J 2 2 2 r -sr., V4r., 1 Vt L"J L'JT 4 L 1V2 rte., L'J 14 V4 L•J 2 , L•J r., L'J ✓ n L'J r., L'J 40 2 ,.. t0 r., 2 1V 1V L L_ XL r., r., L'J r., L'J 2 _.J L'J V4 L'J r.1 1 j L -J V4 r.1 L'J .n J L'J r., 1'h L'J L'J 11/2 r., T L.JT r.,J L L' yL to 0 J m -t r., L r., L'J 14 XL r. L- 1V4 r.n L'J PA r., L"J r., L'J ffi � 1/ 1/ 1/ r., L'J r., r., L J rte. L'J r., L"J b r., 1V 14 L^J L'J 10 2 r.n 11/2 rn 14 �., L'J L•J L'J ✓ .1 L'J 2 T r., L J T 21 11 r., 11 L J L 11/2 L'J L r., L•J 112 L'J r., 0 2 r- - 2 E•J r., L J r.� r., 1V sr_ V4 -____s _rT xt F L. - 11/2 6 r., -01 66- r., L"J 2 L'J 0 2! • • --ID r., 2 L I2 2 2 r., L'J ✓ ., 2'' _ 2 r., L'J y L'J r., 1. J IX 1/ L 1Vi r., L'J L'J L- 2 I6 2 M L▪ •4 r., L 2 J 2 2 L▪ 'J L 'J 1/ 1/ 1/ 2 T r., L'J 1 V4 1 4 14 14 r., L'J r, LJ 1 � T r., L J 14 r.n 11/2 L•J PA -150 1'h r_ 114 g PA r.� L J PA 1 V4 1V r., 10 2 1'h L'J r., L•J r., L'J 0 1V4 r., 1V - L'J L'J 277 r.n - L_ L 'J r.' L•J 111 V4 r., L JT r., L•4 14 r.� L•J L 'J L'J V V r.n L'J r., L r., L'J 2 I r.� L J r., L'J L"J 8 PA 1 1 V4 r., L'J L"J r., L•4 L'4 1 2 r., 2 .L ! 2 r., r., _ -2 11 L'J 2, 14 r., r., J r., L'J 4 8 Ph rel 11/4 L J I'h r., 1V4 L"4 vl 8 r.� L J VA PA r.1 PA 8 11/4 2 5 14r 2 2 PA 11/4 PA 11/2 11/4 Ph 11/2 PA 11/4 A 2 2 11/2 1V4 szi 2 2 2 2 2 L•J � rn L•J 114 11/2 ? r., L•J s- 14 2 VJ 2 2 1/2 11/4 11/4 lh .34/ FOR NON LASS IV S NGLE/ ENCAPSU ED W/( MAIN C (IN LUDES OV IN DES OV 11/4 AREA FOR 1OVERHEAD zLSYSTEIA„ UBLE ROW RACKS yp TO 25.-o. ) LEVEL OF IN RACK SPRINKLERS S IN RACKS & AT OOF DEC CULATION 55.00 P 1 AT 0 RHEAD & RACK) ALCULAT RHEAD & RACK) 11/2 11/2 al VJ VJ r 11/2 Ph 11/4 PA PA 11/2 11011 114 11/2 11/2 21-7 11/2 PA 217 PA 11/4 Ph 11/2 11/2 r. VJ 1 V2 1 V2 11/2 22 X r .12L 11/2 2 11/2 2 6 11/2 11/4 11/2 2 2 11/2 PA 11/2 PA 2 11/2 11/4 2 11/2 L. 11/2 Ph 2 2 11/2 11/2 11/2 11/4 PA 2 Ph 2 11/2 11/2 11/2 11/2 11/2 VA -•11111110-1211112•-M- 1111•1110-2•211101 2111112111-101121•1 -1111•11.-6111112-11.1112-12•1112- 1211111111-1•11111• 11/2 2 PA 1 1 1 1 1 ROOF DECK PLAN HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T Y FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 4 - WAY EARTHQUAKE BRACE .7°STRUCTURE TO CENTER LINE OF pin IN INCHES SPRINKLER LEGEND SPRINKLER 1- x i- z Li 4 32 SPRAY 0 1" 111 1" STATE CERTIFICATION TEMP RATING SPRINKLERS UP AND DOWN r.D -I a kat _. APPROVAL REQUIRED TUKWILA SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TDAF, my • RELIABLE G UPRIGHT 3/4 17/32 BRONZE -- 165 6 TOTAL 6 QUAUTY CONTROL BY JOHN DACCA DATE 12-23-10 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 7. OWNER TO PROVIDE ADEOUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. OVERHEAD DESIGNED TO A .34/5600 SQ FT. 2. RACK PIPING DESIGNED TO A 15 PSI FOR 8 HEADS. 3. DESIGN CRITERIA FOR CLASS IV OCCUPANCY IN SINGLE/DOUBLE ROW RACKS UP TO 25'-0" HIGH NON ENCAPSULATED WITH ORDINARY TEMP HEADS AT ROOF DECK AND IN RACK. PIPE NOTES 1. ALL THREADED PIPE TO BE SCH 40. 2. ALL WELDED PIPE TO BE SCH 10. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: EMERALD CITY MOVING 8c STORAGE 20024 87TH AVE S KENT, WA 98031 PROJECT NAME: EMERALD MOVING RACKS BLDG 771 SEGALE PARK 18325 SEGALE PARK DRIVE B TUKWILA, WA FIRE PROTECRON, RIC. 2707 70TH AVENUE EAST TEL: (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER JOHN DACCA SHEET FP3 DATE 12 -23 -lo 3 OF 3 JOB NO. 12-